HomeMy WebLinkAboutSONDERS VILLAGE - PDP230012 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSSHEET 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:SONDERS EAST
FORT COLLINS, COLORADO
COVER SHEETC-001184AUGUST 16, 2023105-001JAMJRGJRGSONDERS EASTFORT COLLINS, COLORADOAUGUST 16, 2023ASPENCITY OF FORT COLLINSWATER UTILITIES ENGINEERINGContact: Wes Lamarque(970)461-2418XCEL ENERGY - GAS & ELECTRICContact: Stephanie Rich(970) 396-4828CENTURY LINKContact: Bob Rulli(970) 490-7503COMCASTContact: Don Kapperman(720) 567-0245Project Contacts:Utility Entity Contacts:Refer to the Preliminary Geotechnical Investigation Water's Edge East Northeast of Richards Lake Roadand Turnberry Road, Fort Collins, Colorado, Dated October 19, 2018, for site excavation and grading,and paving recommendations.ELCO WATER DISTRICTContact: Randy Siddens(970)493-2044PROJECT BENCHMARKS:PROJECT DATUM: NAVD88BENCHMARK #1: COFC BENCHMARK 4-13: ELEVATION = 5069.89BENCHMARK #2: COFC BM 32-01: ELEVATION=5071.62BENCHMARK #3 COFC BM 34-01: ELEVATION=5026.59IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWINGEQUATION SHOULD BE USED:NGVD29 UNADJUSTED = NAVD88 - 3.18BASIS OF BEARINGS: Assuming the west line of the Southwest Quarter of Section 29, Township 8North, Range 68 West of the 6th P.M., monumented as shown on this drawing, as bearing North00°28'04" East, being a Grid Bearing of the Colorado State Plane, North Zone, North American Datum1983/2011, a distance of 2638.31 feet and with all other bearings contained herein relative thereto.A TRACT OF LAND BEING LOCATED WITHIN OF SECTION 29,TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOOWNER:Waters’ Edge East LLC6834 S University Blvd #502Centennial, CO 80122Contact: Daniel J Nickless(303) 883-5845 MTRAFFIC ENGINEER:Felsburg Holt & Ullevig6400 S. Fiddlers Green CircleSte 1500Greenwood Village,CO 80111(303)721-1440Contact: Richard R. Follmer, PE, PTOEGEOTECHNICAL ENGINEER:CTL Thompson, Inc.400 Link LaneFort Collins, CO 80524Contact: Chip Leadbetter, III, PE(970)206-9455PLANNER/LANDSCAPEARCHITECT:Vignette StudiosP.O. Box 1889Fort Collins, CO 80522Contact: Terence Hoaglund(970) 472-9125CIVIL ENGINEER:Aspen Engineering19 Old Town Square, Suite 238Fort Collins, CO 80524Contact: John Gooch(970) 420-5345SITE LOCATIONCITY OF FORT COLLINS LIGHT AND POWERContact: Luke Unruh(970) 416-2724CITY OF FORT COLLINSSTORMWATERContact: Wes Lamarque(970)461-2418BOXELDER SANITATION DISTRICTContact: Brian Zick(970)498-0604POUDRE FIRE AUTHORITYContact: Marcus Glasgow(970) 416-2869UTILITY PLAN REVIEWBoxelder Sanitation DistrictEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWIRRIGATION LINE APPROVALWindsor Reservior and Canal Co.PROJECT BENCHMARKCITY OF FORT COLLINSBM #34-01ELEVATION 5026.59PROJECT BENCHMARKCITY OF FORT COLLINSBM #32-01ELEVATION 5071.62Sheet List TableSheetNo.Sheet Title1COVER SHEET2GENERAL NOTES & MASTER LEGEND3GENERAL WATER & SANITARY NOTES4PHASING PLAN5EXISTING CONDITION AND DEMOLITION PLAN (N)6EXISTING CONDITION AND DEMOLITION PLAN (S)7EXISTING CONDITION AND DEMOLITION PLAN (SE)8HORIZONTAL CONTROL PLAN (N)9HORIZONTAL CONTROL PLAN (S)10HORIZONTAL CONTROL PLAN (SE)11SIGNAGE AND STRIPING PLAN (N)12SIGNAGE AND STRIPING PLAN (S)13SIGNAGE AND STRIPING PLAN (SE)14TYPICAL ROADWAY SECTIONS15EROSION CONTROL PLAN (N)16EROSION CONTROL PLAN (S)17EROSION CONTROL PLAN (SE)18EROSION CONTROL NOTES & DETAILS19EROSION CONTROL DETAILS20OVERALL GRADING PLAN & DRAINAGE PLAN (N)21OVERALL GRADING PLAN & DRAINAGE PLAN (S)22OVERALL GRADING PLAN & DRAINAGE PLAN (SE)23-32GRADING PLANS33GRADING DETAILS34OVERALL GRADING PLAN & DRAINAGE EXHIBIT (N)35OVERALL GRADING PLAN & DRAINAGE EXHIBIT (S)36OVERALL GRADING PLAN & DRAINAGE EXHIBIT (SE)37OVERALL UTILITY PLAN (N)38OVERALL UTILITY PLAN (S)39OVERALL UTILITY PLAN (SE)40-49WATER PLANS50SWMM EXHIBIT51-75ROAD CENTERLINE PLANS AND PROFILES76SANITARY SEWER DETAILS77-78WATER DETAILS79-81ROADWAY DETAILS82-84STORM DRAINAGE 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: SONDERS EAST
FORT COLLINS, COLORADO
GENERAL NOTES & MASTER LEGENDC-002284AUGUST 16, 2023105001JRGJRGJRGWestWVPTVertical 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 WallTypicalTVTEMPTOBTOCTOGTOWTYPTTelephoneStreetSTStationSTASanitary 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 PavementExistingELEVEXElevationDuctile Iron PipeDIPDriveDRDEPTDIADepartmentDiameterColorado Department Of TransportationCDOTCubic YardCYCorrugated Metal PipeCMPConcreteCONCCATVCLCable TelevisionCenterlineCOClean OutBWBottom WallEXISTING STORM DRAINEXISTING MINOR CONTOURSPROPOSED SWALENEW STORM DRAIN WITH MANHOLEPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURSPROPOSED FLOWLINELIMITS OF CONSTRUCTIONPROPOSED PROPERTY LINEPROPOSED RIGHT-OF-WAY6970PROPOSED SLOPEC = RUNOFF COEFFICIENTABCPROPOSED PHASE LINEA = BASIN NUMBERB = BASIN AREA (IN ACRES)DIRECTION OF FLOWDESIGN POINTFlowlineFLLPLow PointBVCSBegin Vertical Curve StationBegin Vertical Curve ElevationBVCEButterfly ValveBVBOWBack Of WalkInside Diameterlegend of abbreviations:legend of symbols:MEPMechanical, Electrical, PlumbingCurb StopCSSewerSWRServiceSRVCFire Department ConnectionFDCexisting legend of symbols from topographic survey:ESMTEasementB/WBetweenA. Street Improvements Notes1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the Local Entity Engineer for approval, prior to any streetconstruction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior toplacement 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 cleanconstruction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not beallowed 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 inspectedand 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 shallbe documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. Thefinished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the Local Entity Engineer. All overlaywork 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 theRight-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 morethan ¼ inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section isproposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or basematerial shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatictires 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-yieldingsurface. The Local Entity Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.B. Traffic Signing and Pavement Marking Construction Notes1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking 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. Theirplacement shall be approved by the Local Entity Traffic Engineer prior to permanent installation of striping and symbols.7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.11. A field inspection of location and installation of all signs shall be performed by the Local Entity Traffic Engineer. All discrepancies identified during the field inspectionmust be corrected before the 2-year warranty period will begin.12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the Local EntityTraffic Engineerreserves the right to require additional signage and/or striping if the Local Entity Traffic Engineer determines that an unforeseen condition warrants such signageaccording to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for newconstruction (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.C. Storm Drainage Notes1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilitiesshall be the responsibility of the property owner(s).2. All recommendations of the Sonders East Preliminary Drainage & Erosion Control Report, dated August 16, 2023, by Aspen Engineering, shall be 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 approvedby the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate ofoccupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to therelease of any building permits in excess of those allowed prior to certification per the Development Agreement.1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area StreetStandards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictivestandard 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 otherwise3.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 these plans after theexpiration 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 said engineer's work, forany errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineer who has prepared these plans ofall such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Local Entity, and its officers and employees,from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans.5.All 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 the Developer to verifythe existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknownunderground utilities.7.The Contractor/Developer 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 the respectiverepresentative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existingutilities that conflict with the proposed improvements shown on these plans.8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required.9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design.Design modification(s) must be approved by the 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 timely fashion and with aminimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utilitycompanies.11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimumof 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement ofany work.12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should beconstructed 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 storm sewer,channel, irrigation ditch or any waters of the United States.15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality ControlDivision, (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 facilities shall be theresponsibility 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 approved by theStormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy forsingle family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any buildingpermits 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 from groundwaterflooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properly maintain its water, wastewater,and/or storm drainage facilities in the development.19.All recommendations of the Sonders East Preliminary Drainage & Erosion Control Report, dated August 16, 2023, by Aspen Engineering, shall be implemented.20.Temporary erosion control during construction shall be provided as stated in the Storm Water Management Plan. All erosion control measures shall be maintained in goodrepair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Local Entity street inspector.22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable.23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify theLocal Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the startof any earth disturbing activity, or construction on any and all public improvements. If the Local Entity Engineer is not available after proper notice of construction activity hasbeen provided, the Developer may commence work in the Engineer absence. However, the Local Entity reserves the right not to accept the improvement if subsequenttesting reveals an improper installation.24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to theplacement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, theDeveloper shall be responsible for a re-design of the subject pavement section or, the Developer may use the Local Entity's default pavement thickness section(s).Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to theInspector 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 EntityEngineer approves the final report.25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets,and other locations requested by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that these elevations conform to the approvedplans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity before installation of base course or asphalt will be allowed on thestreets.26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of thesestandards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce theexcavation necessary for building connections.27.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit.28.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHAPublication 2226, Excavating and Trenching.29.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (Local Entity, County or State), forapproval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as maybe required by the construction activities.30.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 willtemporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be charged for the labor,materials and equipment to reinstall the sign as needed.31.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. Inaddition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development.32.There shall be no site construction activities on Saturdays, unless specifically approved by the Local Entity Engineer, and no site construction activities on Sundays orholidays, unless there is prior written approval by the Local Entity.33.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to beprovided, installed, or constructed, unless specifically noted otherwise.34.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate thedimension on the as-built record drawings.35.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of anypermits and extension agreements needed for the job.36.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contactthe Designer and the Local Entity Engineer immediately.37.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's Inspector atall times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity Engineer.38.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. Theinformation shall be as follows:CITY BENCHMARKSCITY OF FORT COLLINS BM # 32-01: ON THE EAST SIDE OF C.R. 11 AND APPROX. 0.6 MILES NORTH OF C.R. 52 ON THE SOUTHWEST CORNER OF ANIRRIGATION STRUCTURE.ELEVATION: 5071.62CITY OF FORT COLLINS BM # 34-01: NORTH SIDE C.R. 52 AND APPROX. 0.5 MILES EAST OF C.R. 11 ON THE EAST END OF A HEAD WALL OVER AN IRRIGATIONDITCH.ELEVATION: 5026.59SITE BENCHMARKCITY OF FORT COLLINS BM #4-13: N 1471190.32 E 3128761.85 ELEVATION 5069.89 IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.18'.BASIS OF BEARINGAssuming the west line of the Southwest Quarter of Section 29, Township 8 North, Range 68 West of the 6th P.M., monumented as shown on this drawing, as bearing North00°28'04" East, being a Grid Bearing of the Colorado State Plane, North Zone, North American Datum 1983/2011, a distance of 2638.31 feet and with all other bearingscontained herein relative thereto.39.All stationing is based on centerline of roadways unless otherwise noted.40.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, andimprovements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwiseindicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy.41.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 ismade, 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 EntityEngineer and/or the Local Entity Inspector at the time the cuts are made.42.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.43.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.44.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 minimumperiod of two years from the date of acceptance.45.The Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the followingprivate streets:46.Refer to the Preliminary Geotechnical Investigation Water's Edge East Northeast of Richards Lake Road and Turnberry Road, Fort Collins, Colorado, Dated October 19,2018, for site excavation and grading, and paving recommendations.47.Approved variances are listed as follows:NONEgeneral construction notes:general notes:ALIQUOT CORNER AS DESCRIBEDBUILDING VENTCURB CUTROOF DRAINELECTRIC BOXSANITARY MANHOLEDRAINAGE MANHOLELIGHT POLEBUILDING LIGHTVALVE BOXHANDICAP RAMPFENCE GATEFOUND MONUMENT AS DESCRIBEDELECTRIC TRANSFORMERWATER MANHOLEELECTRIC METERWATER METERMONITORING WELLCATV PEDESTALELECTRIC SERVICESANITARY CLEANOUTPOWER POLEWOOD POSTSTEEL POSTTELEPHONE PEDESTALSIGNTRAFFIC MASTTREE STUMPDECIDUOUS TREECONIFEROUS TREESHRUBUNKNOWN UTILITY MANHOLEWATER VALVEELECTRIC VAULTFIBER OPTIC VAULTCONTROL POINTLANDSCAPE ROCKFIRE HYDRANTGUY WIREEDGE OF ASPHALTBIKE RACKELECTRIC LOCATEFENCECHAIN LINK FENCEFIBER OPTIC LOCATEFLOW LINEGUARD RAILSANITARY SEWER LINETELEPHONE LOCATEWATER LOCATEBOUNDARY LINEEASEMENT LINESECTION LINECENTERLINEMAJOR CONTOURMINOR CONTOURRIGHT OF WAY LINEIRRIGATION VALVESTORM SEWER LINE69EXISTING MAJOR CONTOURS702.0%PROPOSED SPOT ELEVATIONProtect In PlacePIPTBRTo Be RemovedHigh Density PolyethyleneHDPEPROPOSED BOLLARDFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES. 59.09 59.27
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
FO
R
CON
S
T
RU
C
T
IONproject no:date: SONDERS EAST
FORT COLLINS, COLORADO
GENERAL WATER & SANITARY NOTESC-003384AUGUST 16, 2023105001JRGJRGJRGgeneral notes (elco)D. Waterline NotesFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.general notes (elco)general notes(box elder sanitation district)
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK151234567BLK16234567891011121314151617123456789101115161718121314 192021222324252627282932313033515049483736353440393844434241474645123456789101112131412345678910111213141516171819202122232425262730292831343332353837363941404217161518192021242322252627282930 3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5 6161596.0'BLK2BLK3BLK1MORNING STAR DRIVEFAIRWATER DRIVE STERNWHEELER DRIVE STERNWHEELER DRIVEBRIGHTWATER DRIVESTERNWHEELER COURTWE
L
L
N
E
S
S
R
O
A
D HIGH MEADOW ROADS
T
A
R
D
U
S
T
W
A
Y
TRAILWAY ROAD WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELERDRIVE MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK LANETRAILS CROSSING LANETURNBERRY ROAD(TWO LANE ARTERIAL)BRIGHTWATER DRIVETURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTERNWHEELERDRIVETRAILS CROSSING LANET
R
A
I
L
S
C
RO
S
S
I
NG
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILDING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILDING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNITBUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNITBUILDING D3 STORY12 UNITBUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILDING G3 STORY12 UNITBUILDING H3 STORY12 UNITPHASE IIPHASE IIIINSTALL 9-BALL SIGNS(OM4-2) @ END OFTEMPORARYTURNAROUNDSINSTALL 9-BALL SIGNS(OM4-2) @ END OFTEMPORARYTURNAROUNDS TEMPORARYTURNAROUNDS 50'RADIUS (TYP.) TO BEPROVIDED IN PHASE 2 TEMPORARYTURNAROUNDS 50'RADIUS (TYP.) TO BEPROVIDED IN PHASE 2SSSSEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG E
GG
E
E
E
E
E
E
E
E
E
EE GGG
GGGGG GGEE
E
E
E
EEE
GGGGGG
GGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGE GGE
E
EEG
GG
GGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE EE EG GGG GGGGGEE GEEEEEEEEEEGGGGGGGGGGEEEEEGGGGGGEEEEEGGGGGGGEEEEEGGGGEEEGGGEEEEEEEEGGGGGGGGSWSWGGSWSW SWSWSWSWSWWSWEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG EG EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG EGEGEGEGEGEGEGEG SSSSSSSSSSSSSSSSSSSSSS S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S SSSSSSSSSSSSSSSSSSSSSSS SSSSSS SS SSS S S S S SSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
S
S
SS
S
SSS WWWWWWW WWWWWWWWWWWWSSSSSSSSSSSS
DPDPDPDP
SSSSSSSS WWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWSWSWSWSSSWWWWWWWWWW SSSSSSSWWWWWWWSSSSSWW W W W W W W
W
WWW
WWWWWWWWWGGGGSSSEEE EEWWWWW W SSSSGSSWWWWFFFFWFFWWFWF SSSSSSSSWFWWFFWF25' DITCH & DITCHACCESS EASEMENTREC NO. 20003015784825' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACTED BYCURRENT PLAT)PROP DITCH EASEMENTPROP TEMPORARY CONSTRUCTION EASEMENT25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP CONC DROP STRUCTUREPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP 9' UTILITYESMT (TYP)PROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYPROPERTY PINN 1473996.97E 3130230.01PROPERTY PINN 1473208.48E 3130531.8725' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)EX PROPERTYBOUNDARY25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACTED BYCURRENT PLAT)TEMPORARY GRADING &ACCESS EASEMENTREC. NO. 200030106735 &REC. NO. 20003013854230' SLOPE EASEMENTREC. NO. 99045031 &REC. NO. 9904503225' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP ROWEX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROP ROWPROP DITCH EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP IRRIGATION EASEMENTPROP DRAINAGE EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP BAKER LATERAL IRRIGATION EASEMENTPROP BAKER LATERALIRRIGATION EASEMENTPROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)EX ROWEX ROWEX PROPERTY BOUNDARYPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTPROPERTY PINN 1474498.41E 3130156.98PROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTEX ROWPROP ROWEX ROWPROP ROWEX PROPERTYBOUNDARYPROP EDGE OF NEW ASPHALTEX EDGE OF ASPHALTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTPROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROP BAKER LATERALIRRIGATION EASEMENTPROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)EX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROPERTY PINN 1473996.97E 3130230.01PROPERTY PINN 1473208.48E 3130531.87INSTALL 9-BALL SIGNS(OM4-2) @ END OFTEMPORARYTURNAROUNDS TEMPORARYTURNAROUNDS 50'RADIUS (TYP.) TO BEPROVIDED IN PHASE 2INSTALL SANITARYSEWER & MANHOLE INPHASE 1INSTALL WATER TOCROSS IN PHASE 1INSTALL SANITARYSEWER & MANHOLE INPHASE 1INSTALL STORM SEWERTO MANHOLE IN PHASE 1INSTALL WATER TOTEE IN PHASE 1INSTALL WATER TOTEE IN PHASE 2INSTALL WATER TOTEE IN PHASE 2INSTALL SANITARYSEWER & MANHOLE INPHASE 2INSTALL STORM SEWERTO MANHOLE IN PHASE 2INSTALL STORM SEWER &MANHOLE IN PHASE 1INSTALL STORM SEWERTO MANHOLE IN PHASE 1INSTALL IRRIGATION LINETO MANHOLE IN PHASE 1PHASE IPHASE IINSTALL IRRIGATION LINETO MANHOLE IN PHASE 1INSTALL ENTIREIRRIGATION LINE &MANHOLES IN PHASE 1INSTALL ENTIREIRRIGATION LINE &MANHOLES IN PHASE 1INSTALL ENTIREIRRIGATION LINE &MANHOLES IN PHASE 1INSTALL ENTIREIRRIGATION LINE &MANHOLES IN PHASE 1BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 7891011121234567891012346789111012131451234567891011121314151617181920212212345678910111213141521222324252627BLK1452535455BLK20CLARION LANE CLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
WE
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADS
T
A
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)T
R
A
I
L
S
C
RO
S
S
I
NG
L
A
N
E BUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10CONSERVATION TRAILPRIVATE STREETPHASE IINSTALL 9-BALL SIGNS(OM4-2) @ END OFTEMPORARYTURNAROUNDS TEMPORARYTURNAROUNDS 50'RADIUS (TYP.) TO BEPROVIDED IN PHASE 215''SAN15''SANGG
E
E
E
EE
E
E
E
E
EEEE
EE GGG
GGGGG
GGG
GGEE
E
E
E
EEE
E
GGGGG
GG
G
GGGGEEEEEEGGEGGGGEEEEE
EG
GGE
E
GE
GGEE
E
EG
GG
GG GEEGG
G G
G GGG
G G G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEGEEEEEEEEEEEEGGGGGGGGGGGGE
E
E
GGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEGGGEEEEGG
GE
E
GGESSSSSSSSSE
G
E
G
E
G
E
G
E
G
E
G
E
G
S
SS
S
SSSS
S
S
S
S
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
SSSSSSSWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSSS SSSSDPDPDP
SDP
DP
SSSSSWWWWW WWWWWWWWWWWWW
W
WWWWW
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W
WWWWW
W
W W W W
W WWWWWWWWWWWWWWWWWWWWWWWWWWWSW
W
W
W
W
W
W
W
WW
W
WWWWWWWWWWGESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGREC NO. 200030157848(TO BE VACTED BYCURRENT PLAT)PROP DRAINAGE EASEMENTPROPERTY PINN 1473208.48E 3130531.87EX PROPERTY BOUNDARYPROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYPROP CONC WINGWALL/ RETAINING WALLPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP MSEWALLSPROP LIMITS OF DEVELOPMENTPROP TEMPORARYCONSTRUCTIONEASEMENTPROP TEMPORARYCONSTRUCTION EASEMENTPROP CONC DROP STRUCTURE25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTEX PRESCRIPTIVEEASEMENTPROP DITCH EASEMENTPROP TOP (TOP OFBANK) OF NO. 8 DITCHPROP BOTTOM (TOE OFSLOPE) OF NO. 8 DITCHPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP DITCH EASEMENTPROP TOP (TOP OFBANK) OF NO. 8 DITCHPROP BOTTOM (TOE OFSLOPE) OF NO. 8 DITCHPROP LIMITS OFDEVELOPMENTEX PROPERTY BOUNDARYPROP CONC C&G W/ 2' ASPHALT PATCH25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6'UTILITYESMT(TYP)PROP 6'UTILITYESMT(TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROPERTY PINN 1472837.81E 3130794.74PROPERTY PINN 1472120.73E 3131459.37PROP DRAINAGE EASEMENT(TO BE VACTED BYCURRENT PLAT)EX PROPERTY BOUNDARYPROPERTY PINN 1473208.48E 3130531.87EX 15" SANITARY SEWERINSTALL SANITARYSEWER & MANHOLE INPHASE 1INSTALL WATER TOCROSS IN PHASE 1INSTALL SANITARYSEWER & MANHOLE INPHASE 1INSTALL STORM SEWERTO MANHOLE IN PHASE 1INSTALL WATER TOTEE IN PHASE 1PHASE IPHASE IASPEN0'SCALE: 1" = 150'150'300'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: SONDERS EAST
FORT COLLINS, COLORADO
PHASING PLANC-004484AUGUST 16, 2023105001JRGJRGJRGLEGEND .NOTES:CONSTRUCTION NOTES: PHASE 1CONSTRUCTION NOTES: PHASE 3CONSTRUCTION NOTES: PHASE 2FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.MATCH LINE
THIS SHEET (RIGHT)
MATCH LINE
THIS SHEET (LEFT)MATCH LINETHIS SHEET (LEFT)MATCH LINE THIS SHEET (RIGHT)
W. P. ELDER RESERVOIR OUTLETCANALEX PROPERTY LINE/ ROWEX ROWEX ROWEX FIBER OPTIC & GAS: CONTRACTOR TO COORDINATE WITHDRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENTON EAST SIDE OF TURNBERRY ROADEX CMP STORM DRAIN PIPE AND CONCRETE INLET, TO BE REMOVED ANDREPLACED WITH NEW RCP STORM SEWER LINE (SEE UTILITY PLAN)EX 25' DITCH & DITCH ACCESS EASEMENTREC NO. 200030157848(SEE PLAT FOR RELOCATED DITCH ANDDITCH RIDER ROAD, CONTAINED WITHINNEW PLATTED DITCH EASEMENT)87694' DIA. STORM MH24" RCP, 48 LF540 SF190 SFEX SECTION LINEEX NO. 8 DITCH TO BE RE-GRADED AND IMPROVED FROMDOUGLAS ROAD, SOUTH TO COUNTY ROAD 52(SEE GRADING PLANS)EX NO. 8 DITCH CULVERT WITH WINGWALLS, PIPEX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADEDAND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)EX 25' DITCH & DITCH ACCESS EASEMENTREC NO. 200030157848(SEE PLAT FOR RELOCATED DITCH ANDDITCH RIDER ROAD, CONTAINED WITHINNEW PLATTED DITCH EASEMENT)EX PROPERTY LINEEX DITCH DROP STRUCTURE & STORM PIPE, TBREX OVERHEAD ELECTRIC, PIPEX OVERHEAD ELECTRIC, TO BE RELOCATED UNDERGROUND (STARTING HERE, GOING SOUTH)PROPOSED SAW CUT LINE& ASPHALT REMOVALAREA (29,303 SF TOTALALONG TURNBERRY ROAD)BEGIN PROPOSED SAWCUT LINE/ ASPHALTREMOVAL AREAEX ASPHALT REMOVAL AREA(29,303 SF TOTAL ALONG TURNBERRY ROAD)TURNBERRY RD (CR 11)EX OVERHEAD ELECTRIC,TO BE RELOCATED UNDERGROUNDEX OVERHEAD ELECTRIC,TO BE RELOCATED UNDERGROUNDEX FENCE & POSTS, TBRALONG ENTIRE WESTERNBOUNDARY, ASAPPLICABLEEX GAS: CONTRACTOR TO COORDINATEWITH DRY UTILITY ENTITY ON RELOCATIONTO UTILITY EASEMENT ON EAST SIDE OFTURNBERRY ROADEX MAILBOX, CONTRACTOR TOCOORDINATE RELOCATION WITH USPSEX MAILBOX, CONTRACTOR TOCOORDINATE RELOCATION WITH USPSEX FIBER OPTIC & GAS: CONTRACTOR TO COORDINATE WITHDRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENTON EAST SIDE OF TURNBERRY ROADPROP ROWPROP ROWPROP ROWEX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADEDAND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD52. OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)2544434DOUGLAS RD1111111111101010151515PROPOSED LIMITS OF DEVELOPMENTPROPOSED LIMITS OF DEVELOPMENTPROPOSED LIMITS OF DEVELOPMENTPROPOSED LIMITS OF DEVELOPMENTPROPERTY BOUNDARYPROPERTY BOUNDARYW. P. ELDER RESERVOIR OUTLETCANALNOTES1.SEE SHEET C-002 AND C-003 FOR GENERAL CONSTRUCTION NOTES, SYMBOLS, AND MASTER LEGEND.2.EXISTING LOTS AND EASEMENTS WITHIN THE SONDERS EAST SITE WILL BE VACATED, AND RE-PLATTED. PLEASEREFER TO SUBDIVISION PLAT FOR THIS PROJECT.3.CONTRACTOR TO CONTACT ASSOCIATED UTILITY COMPANIES PRIOR TO ANY RELOCATION, DEMOLITION/REMOVAL,OR ABANDONMENT OF EXISTING UTILITIES.4.ANY ITEM NOT SHOWN TO BE REMOVED, ADJUSTED, DEMOLISHED, OR ABANDONED, SHALL BE PROTECTED INPLACE.5.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED TO THE EAST AND THE EXISTING DITCH FILLED-IN.CONTRACTOR SHALL COORDINATE WITH THE OWNERS AND LARIMER WELD ON TIMING OF CONSTRUCTION FORCOMPLETION OF THE NEW DITCH AND FILLING-IN THE OLD DITCH, SO AS NOT TO INTERRUPT SERVICE OF LARIMERWELD TO PROVIDE IRRIGATION WATER TO ITS PATRONS.6.NO UNDERGROUND SEPTIC SYSTEMS ARE ANTICIPATED TO EXIST WITHIN THE PROPOSED DEVELOPMENT.HOWEVER, IF AN EXISTING SEPTIC SYSTEM(S) IS FOUND, THE SYSTEM(S) WILL NEED TO BE REMOVED PER THELARIMER COUNTY HEALTH DEPARTMENT'S STANDARDS.7.CONTRACTOR SHALL POTHOLE AND LOCATE THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES,PRIOR TO CONSTRUCTION.8.KEY NOTE LEGEND BELOW SHOWS ITEMS THAT APPLY TO SHEETS C-005 TO C-007.9.THE EXISTING NO. 8 DITCH HAS NUMEROUS AREAS OF MISCELLANEIOUS DEBRIS, ALONG AND WITHIN THE EXISTINGDITCH, INCLUDING PORTIONS OF OLD CARS THAT MAY EXIST WITHIN THE BANKS OF THE EXISTING DITCH. ANYMATERIALS DEEMED UNACCEPTABLE FOR FILLING-IN OF THE OLD DITCH, SHALL BE REMOVED AND DISPOSED OFPROPERLY. ALL BIODEGRADABLE MATERIALS OR MATERIALS THAT ARE DEEMED ACCEPTABLE FOR FILLING IN THEEXISTING DITCH, SHALL BE UTILIZED ACCORDINGLY.10.STOCKPILED DIRT MAY CONTAIN NON-USABLE MATERIAL, AS MATERIAL APPEARS TO BE UNDOCUMENTED.CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER ON CLASSIFYING MATERIAL AS USABLE ORUNSUABLE FOR STRUCTURAL FILL. NON-STRUCTURL FILL MATERIAL MAY BE UTILIZED IN GREEN SPACES, WHEREAPPLCIABLE. JUNK, DEBRI, ETC... FOUND IN FILL MATERIAL SHALL BE DISPOSED OF PROPERLY AND SHALL NOT BEUSED IN FILL OF SITE OR WITH DIRT OPERATIONS.11.PIP = PROTECT IN PLACE12.TBR = TO BE REMOVED13.THE CITY OF FORT COLLINS REQUIRES A PRE-CONSTRUCTION CONFERENCE PRIOR TO BREAKING GROUND FORTHIS PROJECT.KEY NOTE LEGEND .EX BAKER LATERAL MANHOLE ADJUST TO FINAL GRADEEX FIBER OPTIC OR TELEPHONE BOX/ PEDESTAL, RELOCATE &ADJUST TO FINISH GRADEEX TREES & SHRUBS, TBR (SEE SITE & LANDSCAPE PLANS FORFINAL LIST OF TREE DEMOLITION AND MITIGATION REQUIRED)EX UTILITY SERVICE/MARKERS OR MISC. POSTS, TO BE REMOVED &RELOCATED, AS APPLICABLEEX IRRIGATION STRUCTURE TO BE REMOVEDEX RIP RAP TO BE REMOVED AND REUSED (SIZE AND AREA (SF) ONPLANS)EX STORM MH TO BE REMOVED (SIZE NOTED ON PLANS)EX CONCRETE STORM DRAIN TO BE REMOVED ( DIA AND LENGTHNOTED ON PLANS).EX CONCRETE TO BE REMOVED (SF NOTED ON PLANS)EX DIRT/GRAVEL DITCH RIDER ROAD (TBR & RELOCATED TO EAST)EX SOD, JUNK, OR MISC. DEBRIS LOCATED IN OR ALONG DITCH(SEE NOTE 9)EX WATER SERVICE, REMOVE AND ABANDON AT THE MAINEX DOG WASTE STATION OR SIGNAGE/POST, TO BE RELOCATEDADJUST VALVE AND VALVE BOX TO FINISHED GRADEREMOVE EX ASPHALT PAVEMENTREMOVE EX SIGNAGEREMOVE EX CONC CROSS PAN AND CURB AND GUTTER (SF NOTEDIN PLAN)EX IRRIGATION DROP STRUCTURE (TO BE ABANDONED IN PLACE,AND COVERED UP WITH FILL-IN OF EXISTING DITCH)EX INLET AND STORM PIPE FIELD DRAIN (TO BE RELOCATED TOEAST OF NEW RELOCATED DITCH, SEE GRADING AND UTILITYPLANS)EX FIRE HYDRANT, RESET TO FINISH GRADE; OR RELOCATE TOPARKWAY & SET TO FINISH GRADE (SEE UTILITY PLAN)EX UNDOCUMENTED FILL (SEE NOTE 10)123456789101112131415161718192021ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
EXISTING CONDITION AND DEMOLITION PLANC-005584AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'007006005KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-006Street Cut NoteLEGENDASPHALT REMOVALCONCRETE REMOVAL
TURNBERRY RD (CR 11)EX FIBER OPTIC & GAS: CONTRACTOR TO COORDINATE WITHDRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENTON EAST SIDE OF TURNBERRY ROADEX FIBER OPTIC & GAS: CONTRACTOR TO COORDINATE WITHDRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENTON EAST SIDE OF TURNBERRY ROADEX FIBER OPTIC & GAS: CONTRACTOR TO COORDINATE WITHDRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENTON EAST SIDE OF TURNBERRY ROAD12EX ROWEX ROWPROP ROWPROP ROWEX ROWPROP ROW333333333353610"12"8"12"10"6"6"2" - 4"40"30"24"12"12"3TURNBERRY RD (CR 11)344434EX ASPHALT REMOVAL AREA(29,303 SF TOTAL ALONG TURNBERRY ROAD)EX ASPHALT REMOVAL AREA(29,303 SF TOTAL ALONG TURNBERRY ROAD)EX ASPHALT REMOVAL AREA(29,303 SF TOTAL ALONG TURNBERRY ROAD)EX ASPHALT REMOVAL AREA(29,303 SF TOTAL ALONG TURNBERRY ROAD)EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADEDAND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADEDAND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)1515151515142012111111111110101010101822729 SFEX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADEDAND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)BRIGHTWATER DRIVEBAR HARBOR DRIVE PROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY5' TYPE RINLETNOTES1.SEE SHEET C-002 AND C-003 FOR GENERAL CONSTRUCTION NOTES, SYMBOLS, AND MASTER LEGEND.2.EXISTING LOTS AND EASEMENTS WITHIN THE SONDERS EAST SITE WILL BE VACATED, AND RE-PLATTED. PLEASEREFER TO SUBDIVISION PLAT FOR THIS PROJECT.3.CONTRACTOR TO CONTACT ASSOCIATED UTILITY COMPANIES PRIOR TO ANY RELOCATION, DEMOLITION/REMOVAL,OR ABANDONMENT OF EXISTING UTILITIES.4.ANY ITEM NOT SHOWN TO BE REMOVED, ADJUSTED, DEMOLISHED, OR ABANDONED, SHALL BE PROTECTED INPLACE.5.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED TO THE EAST AND THE EXISTING DITCH FILLED-IN.CONTRACTOR SHALL COORDINATE WITH THE OWNERS AND LARIMER WELD ON TIMING OF CONSTRUCTION FORCOMPLETION OF THE NEW DITCH AND FILLING-IN THE OLD DITCH, SO AS NOT TO INTERRUPT SERVICE OF LARIMERWELD TO PROVIDE IRRIGATION WATER TO ITS PATRONS.6.NO UNDERGROUND SEPTIC SYSTEMS ARE ANTICIPATED TO EXIST WITHIN THE PROPOSED DEVELOPMENT.HOWEVER, IF AN EXISTING SEPTIC SYSTEM(S) IS FOUND, THE SYSTEM(S) WILL NEED TO BE REMOVED PER THELARIMER COUNTY HEALTH DEPARTMENT'S STANDARDS.7.CONTRACTOR SHALL POTHOLE AND LOCATE THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES,PRIOR TO CONSTRUCTION.8.KEY NOTE LEGEND BELOW SHOWS ITEMS THAT APPLY TO SHEETS C-005 TO C-007.9.THE EXISTING NO. 8 DITCH HAS NUMEROUS AREAS OF MISCELLANEIOUS DEBRIS, ALONG AND WITHIN THE EXISTINGDITCH, INCLUDING PORTIONS OF OLD CARS THAT MAY EXIST WITHIN THE BANKS OF THE EXISTING DITCH. ANYMATERIALS DEEMED UNACCEPTABLE FOR FILLING-IN OF THE OLD DITCH, SHALL BE REMOVED AND DISPOSED OFPROPERLY. ALL BIODEGRADABLE MATERIALS OR MATERIALS THAT ARE DEEMED ACCEPTABLE FOR FILLING IN THEEXISTING DITCH, SHALL BE UTILIZED ACCORDINGLY.10.STOCKPILED DIRT MAY CONTAIN NON-USABLE MATERIAL, AS MATERIAL APPEARS TO BE UNDOCUMENTED.CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER ON CLASSIFYING MATERIAL AS USABLE ORUNSUABLE FOR STRUCTURAL FILL. NON-STRUCTURL FILL MATERIAL MAY BE UTILIZED IN GREEN SPACES, WHEREAPPLCIABLE. JUNK, DEBRI, ETC... FOUND IN FILL MATERIAL SHALL BE DISPOSED OF PROPERLY AND SHALL NOT BEUSED IN FILL OF SITE OR WITH DIRT OPERATIONS.11.PIP = PROTECT IN PLACE12.TBR = TO BE REMOVED13.THE CITY OF FORT COLLINS REQUIRES A PRE-CONSTRUCTION CONFERENCE PRIOR TO BREAKING GROUND FORTHIS PROJECT.KEY NOTE LEGEND .EX BAKER LATERAL MANHOLE ADJUST TO FINAL GRADEEX FIBER OPTIC OR TELEPHONE BOX/ PEDESTAL, RELOCATE &ADJUST TO FINISH GRADEEX TREES & SHRUBS, TBR (SEE SITE & LANDSCAPE PLANS FORFINAL LIST OF TREE DEMOLITION AND MITIGATION REQUIRED)EX UTILITY SERVICE/MARKERS OR MISC. POSTS, TO BE REMOVED &RELOCATED, AS APPLICABLEEX IRRIGATION STRUCTURE TO BE REMOVEDEX RIP RAP TO BE REMOVED AND REUSED (SIZE AND AREA (SF) ONPLANS)EX STORM MH TO BE REMOVED (SIZE NOTED ON PLANS)EX CONCRETE STORM DRAIN TO BE REMOVED ( DIA AND LENGTHNOTED ON PLANS).EX CONCRETE TO BE REMOVED (SF NOTED ON PLANS)EX DIRT/GRAVEL DITCH RIDER ROAD (TBR & RELOCATED TO EAST)EX SOD, JUNK, OR MISC. DEBRIS LOCATED IN OR ALONG DITCH(SEE NOTE 9)EX WATER SERVICE, REMOVE AND ABANDON AT THE MAINEX DOG WASTE STATION OR SIGNAGE/POST, TO BE RELOCATEDADJUST VALVE AND VALVE BOX TO FINISHED GRADEREMOVE EX ASPHALT PAVEMENTREMOVE EX SIGNAGEREMOVE EX CONC CROSS PAN AND CURB AND GUTTER (SF NOTEDIN PLAN)EX IRRIGATION DROP STRUCTURE (TO BE ABANDONED IN PLACE,AND COVERED UP WITH FILL-IN OF EXISTING DITCH)EX INLET AND STORM PIPE FIELD DRAIN (TO BE RELOCATED TOEAST OF NEW RELOCATED DITCH, SEE GRADING AND UTILITYPLANS)EX FIRE HYDRANT, RESET TO FINISH GRADE; OR RELOCATE TOPARKWAY & SET TO FINISH GRADE (SEE UTILITY PLAN)EX UNDOCUMENTED FILL (SEE NOTE 10)EX WATER VALVES: RELOCATE AND ADJUST VALVES TO FINISHEDGRADE12345678910111213141516171819202122ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
EXISTING CONDITION AND DEMOLITION PLANC-006684AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'007006005KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-007Street Cut NoteLEGENDASPHALT REMOVALCONCRETE REMOVALMATCH LINESEE SHEET C-005MATCH LINE
SEE SHEET C-007
RICHARDS LAKE ROAD3333666"8"8"8"EX ROWEX ROWEX ROWRICHARDS LAKE ROADEX CONC STRUCTURE, PIPEX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADEDAND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADEDAND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)EX NO. 8 DITCH TO BE RE-GRADED AND IMPROVED FROMDOUGLAS ROAD, SOUTH TO COUNTY ROAD 52(SEE GRADING PLANS)EX NO. 8 DITCH TO BE RE-GRADED AND IMPROVED FROMDOUGLAS ROAD, SOUTH TO COUNTY ROAD 52(SEE GRADING PLANS)201221316162017(1,385 SF)411111111111111111010101010101819EX PRESCRIPTIVE EASEMENTW. P. ELDER RESERVOIR OUTLET CANAL2121212121212121BAR HARBOR DRIVE21212133
15(170 SF)EX POND 100PROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROPERTY BOUNDARYTURNBERRY RD (CR 11)W. P. ELDER RESERVOIR OUTLETCANALW. P. ELDER RESERVOIR OUTLET CANALNOTES1.SEE SHEET C-002 AND C-003 FOR GENERAL CONSTRUCTION NOTES, SYMBOLS, AND MASTER LEGEND.2.EXISTING LOTS AND EASEMENTS WITHIN THE SONDERS EAST SITE WILL BE VACATED, AND RE-PLATTED. PLEASEREFER TO SUBDIVISION PLAT FOR THIS PROJECT.3.CONTRACTOR TO CONTACT ASSOCIATED UTILITY COMPANIES PRIOR TO ANY RELOCATION, DEMOLITION/REMOVAL,OR ABANDONMENT OF EXISTING UTILITIES.4.ANY ITEM NOT SHOWN TO BE REMOVED, ADJUSTED, DEMOLISHED, OR ABANDONED, SHALL BE PROTECTED INPLACE.5.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED TO THE EAST AND THE EXISTING DITCH FILLED-IN.CONTRACTOR SHALL COORDINATE WITH THE OWNERS AND LARIMER WELD ON TIMING OF CONSTRUCTION FORCOMPLETION OF THE NEW DITCH AND FILLING-IN THE OLD DITCH, SO AS NOT TO INTERRUPT SERVICE OF LARIMERWELD TO PROVIDE IRRIGATION WATER TO ITS PATRONS.6.NO UNDERGROUND SEPTIC SYSTEMS ARE ANTICIPATED TO EXIST WITHIN THE PROPOSED DEVELOPMENT.HOWEVER, IF AN EXISTING SEPTIC SYSTEM(S) IS FOUND, THE SYSTEM(S) WILL NEED TO BE REMOVED PER THELARIMER COUNTY HEALTH DEPARTMENT'S STANDARDS.7.CONTRACTOR SHALL POTHOLE AND LOCATE THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES,PRIOR TO CONSTRUCTION.8.KEY NOTE LEGEND BELOW SHOWS ITEMS THAT APPLY TO SHEETS C-005 TO C-007.9.THE EXISTING NO. 8 DITCH HAS NUMEROUS AREAS OF MISCELLANEIOUS DEBRIS, ALONG AND WITHIN THE EXISTINGDITCH, INCLUDING PORTIONS OF OLD CARS THAT MAY EXIST WITHIN THE BANKS OF THE EXISTING DITCH. ANYMATERIALS DEEMED UNACCEPTABLE FOR FILLING-IN OF THE OLD DITCH, SHALL BE REMOVED AND DISPOSED OFPROPERLY. ALL BIODEGRADABLE MATERIALS OR MATERIALS THAT ARE DEEMED ACCEPTABLE FOR FILLING IN THEEXISTING DITCH, SHALL BE UTILIZED ACCORDINGLY.10.STOCKPILED DIRT MAY CONTAIN NON-USABLE MATERIAL, AS MATERIAL APPEARS TO BE UNDOCUMENTED.CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER ON CLASSIFYING MATERIAL AS USABLE ORUNSUABLE FOR STRUCTURAL FILL. NON-STRUCTURL FILL MATERIAL MAY BE UTILIZED IN GREEN SPACES, WHEREAPPLCIABLE. JUNK, DEBRI, ETC... FOUND IN FILL MATERIAL SHALL BE DISPOSED OF PROPERLY AND SHALL NOT BEUSED IN FILL OF SITE OR WITH DIRT OPERATIONS.11.PIP = PROTECT IN PLACE12.TBR = TO BE REMOVED13.THE CITY OF FORT COLLINS REQUIRES A PRE-CONSTRUCTION CONFERENCE PRIOR TO BREAKING GROUND FORTHIS PROJECT.KEY NOTE LEGEND .EX BAKER LATERAL MANHOLE ADJUST TO FINAL GRADEEX FIBER OPTIC OR TELEPHONE BOX/ PEDESTAL, RELOCATE &ADJUST TO FINISH GRADEEX TREES & SHRUBS, TBR (SEE SITE & LANDSCAPE PLANS FORFINAL LIST OF TREE DEMOLITION AND MITIGATION REQUIRED)EX UTILITY SERVICE/MARKERS OR MISC. POSTS, TO BE REMOVED &RELOCATED, AS APPLICABLEEX IRRIGATION STRUCTURE TO BE REMOVEDEX RIP RAP TO BE REMOVED AND REUSED (SIZE AND AREA (SF) ONPLANS)EX STORM MH TO BE REMOVED (SIZE NOTED ON PLANS)EX CONCRETE STORM DRAIN TO BE REMOVED ( DIA AND LENGTHNOTED ON PLANS).EX CONCRETE TO BE REMOVED (SF NOTED ON PLANS)EX DIRT/GRAVEL DITCH RIDER ROAD (TBR & RELOCATED TO EAST)EX SOD, JUNK, OR MISC. DEBRIS LOCATED IN OR ALONG DITCH(SEE NOTE 9)EX WATER SERVICE, REMOVE AND ABANDON AT THE MAINEX DOG WASTE STATION OR SIGNAGE/POST, TO BE RELOCATEDADJUST VALVE AND VALVE BOX TO FINISHED GRADEREMOVE EX ASPHALT PAVEMENTREMOVE EX SIGNAGEREMOVE EX CONC CROSS PAN AND CURB AND GUTTER (SF NOTEDIN PLAN)EX IRRIGATION DROP STRUCTURE (TO BE ABANDONED IN PLACE,AND COVERED UP WITH FILL-IN OF EXISTING DITCH)EX INLET AND STORM PIPE FIELD DRAIN (TO BE RELOCATED TOEAST OF NEW RELOCATED DITCH, SEE GRADING AND UTILITYPLANS)EX FIRE HYDRANT, RESET TO FINISH GRADE; OR RELOCATE TOPARKWAY & SET TO FINISH GRADE (SEE UTILITY PLAN)EX UNDOCUMENTED FILL (SEE NOTE 10)123456789101112131415161718192021ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
EXISTING CONDITION AND DEMOLITION PLANC-007784AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'007006005KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-006Street Cut NoteLEGENDASPHALT REMOVALCONCRETE REMOVALMATCH LINESEE SHEET C-006
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 5910111216151413 1234 8 7 6512 3 65413121415161718BLK1BLK1BLK119202122 232425262728291 2 34 5 67 89101116171819 2021BLK4871 243124 3BLK2BLK3STERNWHEELER DRIVE STERNWHEELER COURTSTERNWHEELERDRIVE MEADOW LARK ROADNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANETURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MOORLAND WAYPARKLAND WAYAMBLE LANEAMBLE LANE25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP ROW2C-0141C-014R300'R20'R20'R20'R20'R27'R45'R71'R25'R25'36'63'5'36'63'5'R20'R20'R20'R20'
R
3
5
0
'
R27'R45'R71'R20'R20'R20'R20'36'63'5'36'30'59'5'63'5'R25'R25'R49'MATCH LINE SEE SHEET C-009EX PROPERTY BOUNDARYEX PROPERTY BOUNDARY36'63'5'30'59'5'PROP ROWPROP DITCH EASEMENTPROP DITCH EASEMENTPROP TEMPORARY CONSTRUCTION EASEMENTPROP TEMPORARY CONSTRUCTION EASEMENTPROP DITCH EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP IRRIGATION EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH50'50'128'128'78'
78'
14'
128'PROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH14'PROP BAKER LATERAL IRRIGATION EASEMENT25'PROP BAKER LATERAL IRRIGATION EASEMENT25'PROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP CONC DROP STRUCTUREPROP CONC DROP STRUCTUREEX ROWEX ROWEX ROWFUT ROWEX PROPERTY BOUNDARYPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP EDGE OFNEW ASPHALTMATCH EXISTINGEX EDGE OFASPHALTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTPROPERTY CORNERN 1475825.22E 3128893.91PROPERTY PINN 1474498.41E 3130156.98R200'R200'R20'R20'R200'R200'1C-0141C-0141C-0142C-014TRACT ATRACT BTRACT CTRACT DTRACT ETRACT FTRACT GTRACT HTRACT ITRACT JTRACT KTRACT MTRACT NTRACT OTRACT LTRACT KTRACT K1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITNOTES.1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICALSTREET SECTIONS, SHEET C-014.2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTIONNOTES.3.ALL PRIVATE DRIVES (20' AND 24' WIDE) ARE EMERGENCY ACCESS AND UTILITY EASEMENTS.PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
HORIZONTAL CONTROL PLAN (NORTH)C-008884AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'010009008KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-009Street Cut NoteLEGEND .1C-014TYPICAL SECTION #SHEET TYPICAL SECTION IS ONLIMITS OF DEVELOPMENTPROPOSED EASEMENT (AS NOTED IN PLAN)FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITNOTES.1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICALSTREET SECTIONS, SHEET C-014.2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTIONNOTES.3.ALL PRIVATE DRIVES (20' AND 24' WIDE) ARE EMERGENCY ACCESS AND UTILITY EASEMENTS.PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.4.PREVIOUS PLATTING FOR THE LIND FILING 2 DEVELOPMENT IS NOT SHOWN IN THIS PLAN, FORCLARITY PURPOSES. ALL PREVIOUS LOTS, EASEMENTS, ETC... FOR LIND FILING 2 ARE BEINGVACATED AND REPLATTED WITH THIS PROJECT. PLEASE REFER TO THE PLAT.BLK5BLK6BLK778 9101413 1211 8 7 65 654 78 9101413121127282930313236 3534331011121314151617BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK151234567891011121314BLK16BLK171312345678910111213141516171819202122123456789101112131415123456789101115161718121314 1920212
2
2
3
2
4
2
5
2
6
2
7
2
8
2
932313033515049483736353440393844434241474645123456789101112131412345678910
1112131415161718192021222324252627302928313433323538
37
36
3941404217161518192021242322252627282930 3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK124 3 5 6161596.0'BLK1MORNING STAR DRIVEFAIRWATER DRIVE STERNWHEELER DRIVE
BRIGHTWATER DRIVECLIPPER WAYWE
L
L
N
E
S
S
RO
A
D
HIGH MEADOW ROADHIGH MEADOW ROADS
T
A
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELERDRIVE
WANDER TRAILNATURE PARK WAYGREENSPACE ROAD AMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANEBRIGHTWATER DRIVEFAIRWATER DRIVESTERNWHEELER DRIVE TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MORNING STAR DRIVEAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTERNWHEELERDRIVE
TRAILS CROSSING LANET
R
A
I
L
S
C
RO
S
S
I
NG
L
AN
E AMBLE LANEMFBUILDING 1MFBUILDING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILDING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNITBUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNITBUILDING D3 STORY12 UNITBUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILDING G3 STORY12 UNITBUILDING H3 STORY12 UNITWATERS EDGE SECOND FILING
W. P. ELDER RESERVOIR OUTLETCANALBLOCK 9LIND PROPERTYREC. NO.200030150497TRACT BLIND PROPERTYREC. NO.200030150497EX PROPERTYBOUNDARY25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACTED BYCURRENT PLAT)TEMPORARY GRADING &ACCESS EASEMENTREC. NO. 200030106735 &REC. NO. 20003013854230' SLOPE EASEMENTREC. NO. 99045031 &REC. NO. 990450321C-014R20'R20'36'63'5'5'R27'R45'R71'36'63'5'R20'R20'36'63'5'36'63'5'R27'R45'R71'R400'R400'R400'R300'R300'R275'R275'R20'R20'R8'R20'R20'16'66'93'5'R25'R25'64.19'36'63'5'36'63'5'36'63'5'30'R20'R20'R20'R20'R20'R20'R
2
0
'R20'R20'R20'R20'R20'R45'R68'R30'30'59'5'36'63'5'30'36'63'5'36'63'5'R20'R20'R165'MATCH LINE SEE SHEET C-008MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
0
1
0 PROP BAKER LATERAL IRRIGATION EASEMENT25'25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)R100'R3'R200'R200'4C-0144C-0144
C
-
0
1
44C-0145C-0145C-0145C-0145C-0144C-0144C-0145C-0141C-0141C-0141C-0141C-0141C-0143C-0141C-0141C-0141C-0142C-0141C-0141C-01436'63'5'20'
2
0
'
2
0
'
20'20'20'20'20'20'24'24'20'20'20'20'20'24'24'24'24'19'9'R214.5'R214.5'
R200'R200'R20'R20'R20'R20'PROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTEX ROWPROP ROWEX ROWPROP ROWEX PROPERTYBOUNDARYPROP EDGEOF NEWASPHALTEX EDGE OFASPHALTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTPROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROP BAKER LATERALIRRIGATION EASEMENT25'PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)20'PROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)EX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROPERTY PINN 1473996.97E 3130230.01PROPERTY PINN 1473208.48E 3130531.87PROP LIMITS OFDEVELOPMENTTRACT STRACT MTRACT NTRACT OTRACT PTRACT QTRACT RTRACT TTRACT UTRACT PTRACT VTRACT FFFFTRACT WTRACT XTRACT YTRACT ZTRACT AATRACT BBTRACT CCTRACT DDTRACT EETRACT FF
TRACT GG T
R
A
C
T
H
H
T
R
A
C
T
I
I
T
R
A
C
T
J
JTRACT KKTRACT LLTRACT MMTRACT NNTRACT OOTRACT PPTRACT QQTRACT RRTRACT TTTRACT SSTRACT UUTRACT VVTRACT WWTRACT XXTRACT ZZTRACT AAATRACT YYTRACT BBB
TRACT CCC
TRACT DDDTRACT EEETRACT FFFTRACT GGGTRACT HHHTRACT LLLTRACT MMMTRACT NNNT
R
A
C
T
O
O
O TRACT JJJTRACT IIIT
R
A
C
T
P
P
P
T
R
A
C
T
QQ
Q
T
R
A
C
T
R
R
RTRACT SSSTRACT TTTTRACT UUUTRACT VVVTRACT WWWTRACT EEEETRACT HHHHTRACT IIIITRACT GGGGTRACT PTRACT ZTR
A
C
T
A
A
AEX PROPERTYBOUNDARY6C-014TRACT KKKKTRACT JJJJ
ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
HORIZONTAL CONTROL PLAN (SOUTH)C-009984AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'010009008KEY MAP - 1" = 1000'Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.LEGEND .1C-014TYPICAL SECTION #SHEET TYPICAL SECTION IS ONLIMITS OF DEVELOPMENTPROPOSED EASEMENT (AS NOTED IN PLAN)
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
1920212223
24
25
26
2728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADST
A
R
D
U
S
T
W
A
Y
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY P
ARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITNOTES.1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICALSTREET SECTIONS, SHEET C-014.2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTIONNOTES.3.ALL PRIVATE DRIVES (20' AND 24' WIDE) ARE EMERGENCY ACCESS AND UTILITY EASEMENTS.PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.4.PREVIOUS PLATTING FOR THE LIND FILING 2 DEVELOPMENT IS NOT SHOWN IN THIS PLAN, FORCLARITY PURPOSES. ALL PREVIOUS LOTS, EASEMENTS, ETC... FOR LIND FILING 2 ARE BEINGVACATED AND RE-PLATTED WITH THIS PROJECT. PLEASE REFER TO THE PLATBLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314152728291112131415161718192021222324252627302928313332BLK14495051525354555756BLK1296.0'BLK20CLARION LANE BRIGHTWATER DRIVECLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD WELLNESS ROAD HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY TRAILWAY ROADPLAY PARK LANEBAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TRAILS CROSSING LANETRAILS CROSSING LANE BUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10BUILDING 12MFBUILDING 13CONSERVATION TRAILPRIVATE STREETTRACT BLIND PROPERTYREC. NO.20003015049736'63'5'36'63'5'R20'R20'R20'R20'R20'R20'R275'R165'36'63'5'36'63'5'30'59'5'30'
59'
5'
30'59'5'
3
6
'
6
3
'
5'
3
3
'
6
1
'
5
'30'59'5'30'59'5'30'59'5'R20'R20'R20'R20'R30'R45'R68'R30'R45'R68'R20'R20'R
2
0
'R20'R165'R20'R20'R20'R20'R20'R20'MATCH LINE SEE SHEET C-009TRACT JJTRACT DDDTRACT EEETRACT FFFTRACT GGGTRACT HHHTRACT LLLTRACT MMMTRACT NNNTRACT OOO TRACT JJJTRACT IIITRACT PPPTRACT QQQTRACT RRRTRACT SSSTRACT TTTTRACT UUUTRACT VVVTRACT WWW
T
R
A
C
T
X
X
XTRACT YYYTRACT ZZZTRACT AAAATRACT BBBBTRACT CCCCTRACT DDDDTRACT EEEER200'R200'TRACT RRR1C-0144C-0141C-0141C-0141C-014
1
C
-
0
1
42C-0142C-0142C-0142C-0142C-0144C-0144C-014R20'R20'36'63'5'2C-01430'59'5'(TO BE VACTED BYCURRENT PLAT)PROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYPROPERTY PINN 1473208.48E 3130531.87EX PROPERTY BOUNDARYPROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYPROP CONC WINGWALL/ RETAINING WALLPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP MSEWALLSPROP LIMITS OF DEVELOPMENTPROP TEMPORARY CONSTRUCTION EASEMENT50'PROP TEMPORARY CONSTRUCTION EASEMENT50'PROP CONC DROP STRUCTURE25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTEX PRESCRIPTIVEEASEMENTPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH112'62'14'PROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH112'62'14'PROP LIMITS OF DEVELOPMENTEX PROPERTY BOUNDARYPROP CONC C&G W/ 2' ASPHALT PATCHEX PROPERTYBOUNDARYPROP LIMITS OFDEVELOPMENT25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6'UTILITYESMT(TYP)PROP 6'UTILITYESMT(TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROPERTY PINN 1472837.81E 3130794.74PROPERTY PINN 1472120.73E 3131459.37PROP DRAINAGE EASEMENT20'20'20'EX POND 100ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
HORIZONTAL CONTROL PLAN (SOUTHEAST)C-0101084AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'010009008KEY MAP - 1" = 1000'Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.LEGEND .1C-014TYPICAL SECTION #SHEET TYPICAL SECTION IS ONLIMITS OF DEVELOPMENTPROPOSED EASEMENT (AS NOTED IN PLAN)
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITKEY NOTE LEGEND .CHANNELIZING LINE WHITE 4" WIDE (TYP.)CHANNELIZING LINE 2-YELLOW, (SOLID) 4" WIDE (TYP.)STOP LINE PER LCUASS STD. DRAWING 1404 (TYP.)CROSS WALK MARKING PER LCUASS STD. DRAWING 1404 (TYP.)BICYCLE LANE PAVEMENT MARKING PER LCUASS STD. DRAWING1406 (TYP.)INSTALL RIGHT/LEFT TURN ONLY PAVEMENT MARKINGCHANNELIZING LINE WHITE 8" WIDE (TYP.)INSTALL STOP SIGN (R1-1) & STREET NAME SIGNINSTALL PEDESTRIAN CROSSING SIGN. W11-2, W16-7PINSTALL PRIVATE DRIVE STREET SIGNINSTALL SPEED LIMIT SIGN. R-2-1-25AINSTALL OBJECT MARKER SIGN. OM4-2 (RED ON BLACK)INSTALL FIRE LANE NO PARKING SIGN. R-8-31INSTALL STREET SIGN.1234567891011121314SIGNAGE LEGEND FIRELANEPARKINGNOR8-3118"12"STOPR1-1FORT COLLINSOM-4-2W11-2W16-7P25SPEEDLIMITR2-1-25AW11-2W16-9PAHEADBIKEWAYRIGHT LANEBIKES &EMERGENCYPARKINGONLYSPECIALBIKEWAYNOTES.1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL STREETSECTIONS, SHEET C-0014.2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTIONNOTES.3.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THIS SHEET FOR SIGNLEGEND.4.CONTRACTOR SHALL INSTALL STRIPING, SIGNAGE AND SIGN POST IN ACCORDANCE WITH MUTCDAND THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. .5.PAINTED 4" STRIPES SHALL BE EPOXY PAINT.6.STRIPING DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED.7.PLEASE REFER TO THE GEOTECHNICAL REPORT, BY CTL THOMPSON, FOR EXCAVATION, GRADING,AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.8.EXISTING UTILITIES AND TREES NOT SHOWN FOR CLARITY. SEE DEMOLITION PLAN ANDLANDSCAPE PLANS FOR EXISTING TREES TO REMAIN OR BE REMOVED.9.PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 5910111216151413 1234 8 7 6512 3 65413121415161718BLK1BLK1BLK119202122 232425262728291 2 34 5 67 89101116171819 2021BLK4871 243124 3BLK2BLK3STERNWHEELER DRIVE STERNWHEELER COURTSTERNWHEELERDRIVE MEADOW LARK ROADNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANETURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MOORLAND WAYPARKLAND WAYAMBLE LANEAMBLE LANE88888888810' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING8' TRAVEL LANESWITH 7' PARKING8' TRAVEL LANESWITH 7' PARKING8' TRAVEL LANESWITH 7' PARKING10' TRAVEL LANESWITH 8' PARKINGTRACT ATRACT BTRACT CTRACT DTRACT ETRACT FTRACT GTRACT HTRACT ITRACT JTRACT KTRACT MTRACT NTRACT OTRACT LTRACT KTRACT KPROP ROWEX PROPERTY BOUNDARYPROP ROWPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTEX ROWEX ROWEX ROWFUT ROWEX PROPERTY BOUNDARYPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP EDGE OFNEW ASPHALTMATCH EXISTINGEX EDGE OFASPHALTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALT222222END111END111995512131313131313131010101010101010101012' TRAVEL LANE8' BIKE LANE12' TRAVEL LANE8' BIKE LANE12' TRAVEL LANE8' BIKE LANE12' TRAVEL LANE8' BIKE LANEPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTEX PROPERTY BOUNDARYEX PROPERTY BOUNDARYASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
SIGNAGE AND STRIPING PLAN (NORTH)C-0111184AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'013012011KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-012Street Cut Note
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITKEY NOTE LEGEND .CHANNELIZING LINE WHITE 4" WIDE (TYP.)CHANNELIZING LINE 2-YELLOW, (SOLID) 4" WIDE (TYP.)STOP LINE PER LCUASS STD. DRAWING 1404 (TYP.)CROSS WALK MARKING PER LCUASS STD. DRAWING 1404 (TYP.)BICYCLE LANE PAVEMENT MARKING PER LCUASS STD. DRAWING1406 (TYP.)INSTALL RIGHT/LEFT TURN ONLY PAVEMENT MARKINGCHANNELIZING LINE WHITE 8" WIDE (TYP.)INSTALL STOP SIGN (R1-1) & STREET NAME SIGNINSTALL PEDESTRIAN CROSSING SIGN. W11-2, W16-7PINSTALL PRIVATE DRIVE STREET SIGNINSTALL SPEED LIMIT SIGN. R-2-1-25AINSTALL OBJECT MARKER SIGN. OM4-2 (RED ON BLACK)INSTALL FIRE LANE NO PARKING SIGN. R-8-31INSTALL STREET SIGN.1234567891011121314SIGNAGE LEGEND FIRELANEPARKINGNOR8-3118"12"STOPR1-1FORT COLLINSOM-4-2W11-2W16-7P25SPEEDLIMITR2-1-25AW11-2W16-9PAHEADBIKEWAYRIGHT LANEBIKES &EMERGENCYPARKINGONLYSPECIALBIKEWAYNOTES.1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL STREETSECTIONS, SHEET C-014.2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTIONNOTES.3.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THIS SHEET FOR SIGNLEGEND.4.CONTRACTOR SHALL INSTALL STRIPING, SIGNAGE AND SIGN POST IN ACCORDANCE WITH MUTCDAND THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. .5.PAINTED 4" STRIPES SHALL BE EPOXY PAINT.6.STRIPING DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED.7.PLEASE REFER TO THE GEOTECHNICAL REPORT, BY CTL THOMPSON, FOR EXCAVATION, GRADING,AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.8.EXISTING UTILITIES AND TREES NOT SHOWN FOR CLARITY. SEE DEMOLITION PLAN ANDLANDSCAPE PLANS FOR EXISTING TREES TO REMAIN OR BE REMOVED.9.PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.WATERS EDGE SECOND FILING
NO. 8 IRRIGATION DITCHW. P. ELDER RESERVOIR OUTLETCANALTRACT BLIND PROPERTYREC. NO.200030150497BLK5BLK6BLK778 9101413 1211 8 7 65 654 78 9101413121127282930313236 3534331011121314151617BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK151234567891011121314BLK16BLK171312345678910111213141516171819202122123456789101112131415123456789101115161718121314 1920212
2
2
3
2
4
2
5
2
6
2
7
2
8
2
932313033515049483736353440393844434241474645123456789101112131412345678910
1112131415161718192021222324252627302928313433323538
37
36
3941404217161518192021242322252627282930 3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK124 3 5 6161596.0'BLK1MORNING STAR DRIVEFAIRWATER DRIVE STERNWHEELER DRIVE
BRIGHTWATER DRIVECLIPPER WAYWE
L
L
N
E
S
S
RO
A
D
HIGH MEADOW ROADHIGH MEADOW ROADS
T
A
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELERDRIVE
WANDER TRAILNATURE PARK WAYGREENSPACE ROAD AMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANEBRIGHTWATER DRIVEFAIRWATER DRIVESTERNWHEELER DRIVE TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MORNING STAR DRIVEAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTERNWHEELERDRIVE
TRAILS CROSSING LANET
R
A
I
L
S
C
RO
S
S
I
NG
L
AN
E AMBLE LANEMFBUILDING 1MFBUILDING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILDING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNITBUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNITBUILDING D3 STORY12 UNITBUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILDING G3 STORY12 UNITBUILDING H3 STORY12 UNIT888888888EX STOP SIGNAND STREET SIGNEX STOP SIGNAND STREET SIGN88881126SPEED LIMIT SIGN25 MPH558' PARKING12' THRU LANE6' BIKE LANE8' PARKING6' BIKE LANE10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANEWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING34710' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING8' TRAVEL LANESWITH 7' PARKING10' TRAVEL LANESWITH 8' PARKINGEX PROPERTYBOUNDARYPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTEX ROWPROP ROWEX ROWPROP ROWEX PROPERTYBOUNDARYPROP EDGEOF NEWASPHALTEX EDGE OFASPHALTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTTRACT STRACT MTRACT NTRACT OTRACT PTRACT QTRACT RTRACT TTRACT UTRACT PTRACT VTRACT FFFFTRACT WTRACT XTRACT YTRACT ZTRACT AATRACT BBTRACT CCTRACT DDTRACT EETRACT FF
TRACT GG T
R
A
C
T
H
H
T
R
A
C
T
I
I
T
R
A
C
T
J
JTRACT KKTRACT LLTRACT MMTRACT NNTRACT OOTRACT PPTRACT QQTRACT RRTRACT TTTRACT SSTRACT UUTRACT VVTRACT WWTRACT XXTRACT ZZTRACT AAATRACT YYTRACT BBB
TRACT CCC
TRACT DDDTRACT EEETRACT FFFTRACT GGGTRACT HHHTRACT LLLTRACT MMMTRACT NNNT
R
A
C
T
O
O
O TRACT JJJTRACT IIIT
R
A
C
T
P
P
P
T
R
A
C
T
QQ
Q
T
R
A
C
T
R
R
RTRACT SSSTRACT TTTTRACT UUUTRACT VVVTRACT WWWTRACT EEEETRACT FFFFTRACT EEEETRACT GGGGTRACT PTRACT ZTR
A
C
T
A
A
A
WATERS EDGE SECOND FILING8
EX PROPERTYBOUNDARYEX PROPERTYBOUNDARYEX PROPERTYBOUNDARYPROP LIMITS OFDEVELOPMENT1313131313131313131313131313131313131313131313131313131313131313131313131310101010101010101010101010101010101010101010222BEGIN1BEGINPROP EDGEOF NEWASPHALTEX EDGE OFASPHALTEX STRIPINGTO REMAIN112' TRAVEL LANE8' BIKE LANE12' TRAVEL LANE8' BIKE LANE12' TRAVEL LANE8' BIKE LANEEXSTRIPINGTO REMAINEXSTRIPINGTO REMAINEX STRIPINGTO REMAIN25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
SIGNAGE AND STRIPING PLAN (SOUTH)C-0121284AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'013012011KEY MAP - 1" = 1000'Street Cut NoteMA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
0
1
3 MATCH LINESEE SHEET C-011
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITKEY NOTE LEGEND .CHANNELIZING LINE WHITE 4" WIDE (TYP.)CHANNELIZING LINE 2-YELLOW, (SOLID) 4" WIDE (TYP.)STOP LINE PER LCUASS STD. DRAWING 1404 (TYP.)CROSS WALK MARKING PER LCUASS STD. DRAWING 1404 (TYP.)BICYCLE LANE PAVEMENT MARKING PER LCUASS STD. DRAWING1406 (TYP.)INSTALL RIGHT/LEFT TURN ONLY PAVEMENT MARKINGCHANNELIZING LINE WHITE 8" WIDE (TYP.)INSTALL STOP SIGN (R1-1) & STREET NAME SIGNINSTALL PEDESTRIAN CROSSING SIGN. W11-2, W16-7PINSTALL PRIVATE DRIVE STREET SIGNINSTALL SPEED LIMIT SIGN. R-2-1-25AINSTALL OBJECT MARKER SIGN. OM4-2 (RED ON BLACK)INSTALL FIRE LANE NO PARKING SIGN. R-8-31INSTALL STREET SIGN.1234567891011121314SIGNAGE LEGEND FIRELANEPARKINGNOR8-3118"12"STOPR1-1FORT COLLINSOM-4-225SPEEDLIMITR2-1-25AAHEADBIKEWAYRIGHT LANEBIKES &EMERGENCYPARKINGONLYSPECIALBIKEWAYNOTES.1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL STREETSECTIONS, SHEET C-008.2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTIONNOTES.3.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THIS SHEET FOR SIGNLEGEND.4.CONTRACTOR SHALL INSTALL STRIPING, SIGNAGE AND SIGN POST IN ACCORDANCE WITH MUTCDAND THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. .5.PAINTED 4" STRIPES SHALL BE EPOXY PAINT.6.STRIPING DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED.7.PLEASE REFER TO THE GEOTECHNICAL REPORT, BY CTL THOMPSON, FOR EXCAVATION, GRADING,AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.8.EXISTING UTILITIES AND TREES NOT SHOWN FOR CLARITY. SEE DEMOLITION PLAN ANDLANDSCAPE PLANS FOR EXISTING TREES TO REMAIN OR BE REMOVED.9.PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.W. P. ELDER RESERVOIR OUTLET CANALTRACT BLIND PROPERTYREC. NO.200030150497BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314152728291112131415161718192021222324252627302928313332BLK14495051525354555756BLK1296.0'BLK20CLARION LANE BRIGHTWATER DRIVECLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD WELLNESS ROAD HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY TRAILWAY ROADPLAY PARK LANEBAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TRAILS CROSSING LANETRAILS CROSSING LANE BUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10BUILDING 12MFBUILDING 13CONSERVATION TRAILPRIVATE STREET88888888888' TRAVEL LANESWITH 7' PARKING8' TRAVEL LANESWITH 7' PARKING8' TRAVEL LANESWITH 7' PARKING8' TRAVEL LANESWITH 7' PARKING8' TRAVEL LANESWITH 7' PARKING8' TRAVEL LANESWITH 7' PARKINGTRANSTION AREA FROM 10' TRAVELLANES WITH 8' PARKING TO 8'TRAVEL LANES WITH 7' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANEWITH 8' PARKING10' TRAVEL LANEWITH 8' PARKING10' TRAVEL LANESWITH 8' PARKING10' TRAVEL LANEWITH 8' PARKING88' TRAVEL LANESWITH 7' PARKING89999911111110101013101013131313131313TRACT JJTRACT DDDTRACT EEETRACT FFFTRACT GGGTRACT HHHTRACT LLLTRACT MMMTRACT NNNTRACT OOO TRACT JJJTRACT IIITRACT PPPTRACT QQQTRACT RRRTRACT SSSTRACT TTTTRACT UUUTRACT VVVTRACT WWWT
R
A
C
T
X
X
XTRACT YYYTRACT ZZZZTRACT AAAATRACT BBBBTRACT CCCCTRACT DDDDTRACT EEEETRACT AAATRACT RRRMATCH LINE SEE SHEET C-012
EX PROPERTY BOUNDARYPROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OF DEVELOPMENT25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTEX PRESCRIPTIVEEASEMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP CONC C&G W/ 2' ASPHALT PATCHEX PROPERTYBOUNDARYPROP LIMITS OFDEVELOPMENTPROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6'UTILITYESMT(TYP)PROP 6'UTILITYESMT(TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROP DRAINAGE EASEMENT8ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
SIGNAGE AND STRIPING PLAN (SOUTHEAST)C-0131384AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'013012011KEY MAP - 1" = 1000'Street Cut Note
TYPICAL STREET SECTIONSSTERNWHEELER COURT: ROLLOVER C&GNATURE PARK WAY: ROLLOVER C&GWANDER TRAIL: ROLLOVER C&GWELLNESS ROAD (SOUTH OF CLIPPER WAY) ROLLOVER C&GFORUM ROAD: ROLLOVER C&GFIELD VIEW ROAD: ROLLOVER C&GHIGH MEADOW ROAD (SOUTH OF CLIPPER WAY): ROLLOVER C&GGREENSPACE WAY: ROLLOVER C&GCLARION LANE: ROLLOVER C&GROADWAY CURB & GUTTER TABLER.O.W.59'59'59'59'59'59'59'59'59'NOTE: 1.) PARKWAY WIDTH WIDENS 1' FOR ROLLOVER CURB AND GUTTER 2.) CROSS-SLOPES OF NEW ROADS ARE 2% -3%TYPICAL CROSS SECTION19'PKWY36' ROADWAYESMTUTIL.9'9'ESMTUTIL.6.5' FENCE SETBACK5.0'WALK 63' ROW36' ROADWAY9'LEFT13'TRAVEL13'TURNTRAVELPARK8'PARK8'10'2.5' VERT CURB &GUTTER (TYP)LOCAL CONNECTOR2% min.2% min.3% max.3% max.10'10'TRAVELTRAVELPKWY 5.0'WALK
TYPICAL CROSS SECTION3PKWY
WALK 8.5'66' ROADWAY93' ROW2.5' VERT. CURB &GUTTER (TYP)LOCAL CONNECTOR - MODIFIED2% min.2% min.3% max.3% max.WALK 5'PKWY 8.5'CL5'6'BIKELN11'TRAVEL LANE8'PARK**16'*CENTER MEDIAN11'TRAVEL LANE6'BIKELN8'PARKUtilEsmt9'EsmtUtil9'INTERSECTIONAS NEEDEDMORNING STAR DRIVE (WEST OF STERWHEELER DRIVE)TYPICAL CROSS SECTION29.5'PKWYESMTUTIL9'9'ESMTUTIL6'.5 Fence Setback59' ROW30' ROADWAYPARK7'TRAVELPARK7'16'CURB & GUTTER(ROLLOVER)CURB & GUTTER(ROLLOVER)LOCAL RESIDENTIAL2% min.2% min.3% max.3% max.5.0'WALK 9.5'PKWY 5.0'WALK
NOTES:1. SEE SHEETS C-050 TO C-079 FOR ROADWAY STATIONING.2. ALL STATIONING IS BASED ON ROADWAY CENTERLINE.3. ALL SIDEWALK CROSS SLOPES TO HAVE 2.0% MAX. CROSS SLOPE.4. ALL TYPICAL SECTIONS ARE NOT DRAWN TO SCALE.TYPICAL CROSS SECTION410'10'20' PRIVATE DRIVE / U.E.VARIESOUTBOUNDVARIESVARIESTRAVELTRAVEL1' X 1'CONCRETERIBBON CURBLEFTTURNPRIVATE DRIVEAT INTERSECTIONSTRAVELINBOUNDTRAVELVARIES FL-FLAS REQUIREDFOR ALLEYS2' CURB & GUTTER(SPECIAL DRIVEOVER)2% min.3% max.TYPICAL CROSS SECTION6COUNTY ROAD 11/ TURNBERRY ROAD12'LNBIKE8'8'BIKELN12'12'EX 2.5' VERT CURB& GUTTER (TYP)LTTURNLANE2% min.2% min.3% max.3% max.TRAVEL LANETRAVEL LANECLEXIST ROW
PROPOSED ROW72' EXISTING ROW12'PROPROWEXIST ROW
PROP CURB & GUTTER,PARKWAY & WALKULTIMATE ROAD IMPROVEMENTSPKWY 10'WALK 6'UtilEsmt15'* SEE MODIFIED DETAIL FOR RAISEDMEDIAN (SHEET C-083)** WHERE REQUIRED, LEFT TURNLANE IS 12' WIDE AND STRIPED OUTPORTION IS 4' WIDE (WEST OFRAISED MEDIAN)TYPICAL CROSS SECTION512'12'24' PRIVATE DRIVE / U.E.VARIESOUTBOUNDVARIESVARIESTRAVELTRAVEL1' X 1'CONCRETERIBBON CURBLEFTTURNPRIVATE DRIVEAT INTERSECTIONSTRAVELINBOUNDTRAVELVARIES FL-FLAS REQUIREDFOR ALLEYS2' CURB & GUTTER(SPECIAL DRIVEOVER)2% min.3% max.GRASSLAND ROAD: VERTICAL C&GGREENSPACE ROAD: VERTICAL C&GSTERNWHEELER DR: VERTICAL C&GMEADOWLARK ROAD: VERTICAL C&GFIELD POINT WAY: VERTICAL C&GHIGH MEADOW ROAD (NORTH OF CLIPPER WAY): VERTICAL C&GPARKLAND ROAD: VERTICAL C&GPATHWAY ROAD: VERTICAL C&GWALKING STICK WAY: VERTICAL C&GMORNING STAR DRIVE: VERTICAL C&GFAIRWATER DRIVE: VERTICAL C>RAILWAY ROAD: VERTICAL C&GSTARDUST WAY: VERTICAL C&GWELLNESS ROAD (NORTH OF CLIPPER WAY): VERTICAL C&GCLIPPER WAY: VERTICAL C&GROADWAY CURB & GUTTER TABLER.O.W.63'63'63'63'63'63'63'63'63'63'63'63'63'63'63'63'NOTE: 1.) CROSS-SLOPES OF NEW ROADS ARE 2% -3%EX ASPHALT (TYP)1.5% min.4% max.PROP ASPHALT TO CENTER OFTRAVEL LANE, OR TO BIKE LANE LINE(SEE HORIZONTAL CONTROL PLAN)PKWY 10'WALK 6'NOTE: 1.) RECONSTRUCTED ASPHALT SHALL HAVE 1.5% TO 4.0% CROSS-SLOPE,AND WILL EXTEND TO THE MIDDLE OF THE TRAVEL LANE, OR TO THEBIKE LANE LINE. 2.) TRANSITION TAPER OF ASPHALT OCCURS NEAR THE NORTHERNPROPERTY BOUNDARY LINE TO TIE-IN TO THE EXISTING EDGE OFASPHALT.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: SONDERS EAST
FORT COLLINS, COLORADO
TYPICAL ROADWAY SECTIONSC-0141484AUGUST 16, 2023105-001JRGJRGJRGFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.
25302426272829313233253035 40
45
50
55
60 65262728293132333436 37 38 39 41 42 43 44 4647
48
49
51
52 525253 53535353
535354
56
57
58
59 61626364666768696060655959 61616262636364666762
63
65 62636465
61626364
6058585859 61 62 63
556060
5657575858
5959 6161
55606552
5253545657585961626364 55
54
56
5758
55
60
53
54
56
5758
59
60
61626355
55
60
54
54
56
56
57
58
59
61
6255545456504647484951525354
45 50
44
46
47 48
49
51
52
4550434446474849515253
303035354045
50
29
29
313132323333343436363737383839394142
43
44
46
47
48
49
51
404536
3637
3738394142434446
35
40333436373839 41
2525 25242627282965
70
6263
64 6667 68 6965
63
64
66
67
68
606162 636061626365706466676869
60
59
61
62
6365
616263646570666768697066676869
65636466606565616162
6263
63646455
545657 5860656162
63
64
66
67
68
69
6065
70
59616263
64
66
67
68
69
55
60
56
57
58
59
61 6263645560
56
57
58
59
61
62
55
60
54
56
57
58
59
61
5560
5456
5758
59
60
65
58
59
61
62
63
64
66676869
55
535456
575859
5553
54
56575855
60
65
56
57
58
59
61
62
63
64
55525354 565750
48 49 5152
5354
50
4849515253
455044
464748
49
51
52
53
5445
43444645424344
5046474849515245
50
44
46
47
48
49
51
525354504647484951525340455037383941424344
464748
49
5152533035
26272829
31
32
33
34
36
37
5047484951455041424344464748494045373839414243444647483035403132333436373839
354032333436373839413540
45363738 394142434446403637383941
42434430353132333436373839303526
272829313233343625
25
30
30
35
35
40
40
23
23
24
24
26
26
27
27 28
28
29
29
31
31
32
32
33
33
34
34 36
36
37
37
38
3839
39
41
41 42
4243
30
30
30
35 4045
50
5028
29
29
29
31
31
31
32
32
32 33
33
33
34
34
34
36
37 3839
41
42
43
4446464747
48
49
49 505050
55
60
46
47
48
49
49
49
51
525354
56
57
58
59
61
4045454550556065414242424343434444444646464747474848484949495152535456575859616263646667683535404040455036363737383839393941414142434446474849515555606065705454565657575858595961616161626263636466676869525150494847464544434241414242414039
38374237403940414241424238375328
2825242125 4241423840434039374145554341
4242414042424150
48 45717069
69
65
66
67
68
6470707069686970707066676869
70
70 70656463
63
60
55
53
53
54545352515353
5454474544434650535045535857 6364646565 6663 7069605260555560526561675550504550
53
49
4847
46
4543
3231
3155
54
53
54
5429
29 3434
40
40
4039
39
36
40
35
35494542 61626261353637383940
3434
28
28
34
35
35
2323
2930
29
30
40
35
36 38
36 505045424245505252595951
50515559606741 494249425055603344
25
28
29
22
22 25 282827262529424038
40
60
61
62
SSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITVTCSFWIPIPGBMUCWORSGFRRNOTES: .1.PERIMETER SILT FENCE SHALL BE INSTALLED ALONG PROPERTYBOUNDARY, AND IS SHOWN OFFSET FROM PROPERTY BOUNDARYON THIS PLAN FOR CLARITY.·TOTAL PERIMETER SILT FENCE AROUND SITE = 10,566 LF.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 ARE TOBE RE-VEGETATED AND RETURNED TO HISTORIC CONDITION.STRAW WATTLES OR GRAVEL INLET FILTERS MAY BE INSTALLED(IF NECESSARY AND AS REQUIRED) ON EXISTING,OFFSITE/DOWNSTREAM INLETS.5.VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINEDBY THE CONTRACTOR, PRIOR TO CONSTRUCTION, AND SHALL BEINSTALLED ACCORDINGLY.6.SEE SHEET C-018 & C-019 FOR EROSION CONTROL NOTES ANDDETAILS. SYMBOLS SHOWN IN THIS PLAN ARE NOT TO SCALE.7.PHASED EROSION CONTROL SEQUENCING AND PLANS WILL BESHOWN AND PROVIDED DURING FINAL DESIGN. SILT FENCE ORSTRAW WATTLES SHALL BE INSTALLED AROUND BLOCKS, AFTERUTILITY AND STREET CONSTRUCTION AND GRADING ISCOMPLETE. THE EROSION MEASURES WILL BE INSTALLED WHERECONSTRUCTION WILL NOT BE DEVELOPED FOR AN EXTENDEDPERIOD OF TIME.8.THE OFFSITE LIMITS OF DEVELOPMENT (EAST SIDE OF NEW DITCHRELOCATION, SHALL HAVE DIRT BERM PLACED ALONG LIMITS OFDEVELOPMENT LINE IN-LIEU-OF SILT FENCE.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 INTERVALEXISTING DIRECTION OF SURFACE FLOWINSTALL RIPRAP PROTECTION (TYPE M D =12")656460 6559 61626364666768696060655959 61616262636364666762 6365626364656462636061
626360
56
57
58
59
61
62
65 706263 64 6667686971656364666768606162 636061626365706466676869 6059 61 62 636561626364657066676869706667686965636466
60656561616262636364646364404550
503941424344464
6
4
7
47
48
49
49
5
0
50
50
55
60
46
47
48
49
49
49
5
1
5
2
5
3
54
56
57
58
59
61
4045454550556065414242424343434444444646464747474848484949495152535456575859616263646667685555606065705454565657575858595961616161626263636466676869656570706464666667676868696971717172727350
48 457272 73717069696566676864707070707070636464656566637069
605260555560526561675550504550
53
494847464549454261626261636370505045424245505252595951
50515559606741 494249425055601 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 5910111216151413 1234 8 7 6512 3 65413121415161718BLK1BLK1BLK119202122 232425262728291 2 34 5 67 89101116171819 2021BLK4871 243124 3BLK2BLK3STERNWHEELER DRIVE STERNWHEELER COURTSTERNWHEELERDRIVE MEADOW LARK ROADNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANETURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MOORLAND WAYPARKLAND WAYAMBLE LANEAMBLE LANEIPVTC24'x50'IPIP25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP ROWMATCH LINE SEE SHEET C-016EX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROP ROWPROP DITCH EASEMENTPROP DITCH EASEMENTPROP TEMPORARY CONSTRUCTION EASEMENTPROP TEMPORARY CONSTRUCTION EASEMENTPROP DITCH EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP IRRIGATION EASEMENTPROP DRAINAGE EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH50'128'PROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP BAKER LATERAL IRRIGATION EASEMENT25'PROP BAKER LATERAL IRRIGATION EASEMENT25'25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP CONC DROP STRUCTUREPROP CONC DROP STRUCTUREEX ROWEX ROWEX ROWFUT ROWEX PROPERTYBOUNDARYPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP EDGE OFNEW ASPHALTMATCH EXISTINGEX EDGE OFASPHALTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTIPRSRSRSRSRSRSRSRSRSWWWWRRRRRRIPIPGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBPOND 300IPASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
EROSION CONTROL PLAN (NORTH)C-0151584AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'017016015KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-016Street Cut NoteTOTALONSITE AREADISTURBED(SF)5,641,981TOTALOFFSITE AREADISTURBED(SF)3,744,0271.PROJECT WILL BE CONSTRUCTED IN MULTIPLE PHASES.2.STORAGE/STAGING AREAS SHALL BE WITHIN THE AREA OF DISTURBANCE/ LIMITS OFDEVELOPMENT.3.NO HAUL ROADS OFFSITE ARE EXPECTED.4.HEAVY CONSTRUCTION TRAFFIC TO BE ROUTED IN COORDINATION WITH THE SONDERS EASTPROJECT MANAGER, PRIOR TO START OF CONSTRUCTION.5.GROUNDWATER DEPTHS ARE BASED ON BORING INFORMATION COMPLETED FOR SONDERS EAST,BY CTL THOMPSON, PROJECT NO. FC08010.003-115.6.SITE SLOPES SHALL BE NO GREATER THAN 4:1.7.NO RIPARIAN OR SENSITIVE AREAS ARE IDENTIFIED WITH THIS PROJECT.DISTURBANCEAT ANYONE TIME(%)100EXISTINGVEGETATIONDENSITY(%)VARIES60-85%EXISTINGSOIL TYPETYPE ASOILGROUNDWATERLEVEL(FT)16' to 29'MATERIALCUT/FILL(CF)38,329,443PROJECT DETAILS
SSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITVTCSFWIPIPGBMUCWORSGFRRNOTES: .1.PERIMETER SILT FENCE SHALL BE INSTALLED ALONG PROPERTYBOUNDARY, AND IS SHOWN OFFSET FROM PROPERTY BOUNDARYON THIS PLAN FOR CLARITY.·TOTAL PERIMETER SILT FENCE AROUND SITE = 10,566 LF.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 ARE TOBE RE-VEGETATED AND RETURNED TO HISTORIC CONDITION.STRAW WATTLES OR GRAVEL INLET FILTERS MAY BE INSTALLED(IF NECESSARY AND AS REQUIRED) ON EXISTING,OFFSITE/DOWNSTREAM INLETS.5.VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINEDBY THE CONTRACTOR, PRIOR TO CONSTRUCTION, AND SHALL BEINSTALLED ACCORDINGLY.6.SEE SHEET C-018 & C-019 FOR EROSION CONTROL NOTES ANDDETAILS. SYMBOLS SHOWN IN THIS PLAN ARE NOT TO SCALE.7.PHASED EROSION CONTROL SEQUENCING AND PLANS WILL BESHOWN AND PROVIDED DURING FINAL DESIGN. SILT FENCE ORSTRAW WATTLES SHALL BE INSTALLED AROUND BLOCKS, AFTERUTILITY AND STREET CONSTRUCTION AND GRADING ISCOMPLETE. THE EROSION MEASURES WILL BE INSTALLED WHERECONSTRUCTION WILL NOT BE DEVELOPED FOR AN EXTENDEDPERIOD OF TIME.8.THE OFFSITE LIMITS OF DEVELOPMENT (EAST SIDE OF NEW DITCHRELOCATION, SHALL HAVE DIRT BERM PLACED ALONG LIMITS OFDEVELOPMENT LINE IN-LIEU-OF SILT FENCE.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 INTERVALEXISTING DIRECTION OF SURFACE FLOWINSTALL RIPRAP PROTECTION (TYPE M D =12")656450
55
47
48
49
51
52 525253 53535353
535354
56 57 58 596162636460585858596162 63556060565757585859596161556065
525253545657585961626364 555
4565758 55605
3
5456575859
55
55
5454
56
56
57
5855545456504647484951525354
45 5044
46
47 4
8
49515245504344464748495152534045
503738394142
43
44
46
47
48
49
51
45434446606155
54565
7 586065616263646667686960657059616263646667686955605657585961 626364556056575859616255605456575859615560
5456575859606558596162636466676869
55
535456575859555
354565758556065565758596162636455525354565750484951525354504849515253
45504
4
46474
8
4
9
51525354454
344 46454243445046474849515245
50
44
46
47
48
49
51
52535450464748495152534045503738394142434446474849515253504748495145504142434446474849404537383941424344464748454436
37
3
8 39525150494847464544434241414242414039383
742
3740394041424142423837534241423840434039374145554
341
4242414042424169686970707066676869 7065646363605553535454
5352515353
545447454443465053504553585764654355
54
53
5
4
5437383940
424038
40606162
DPDPDP D
P
DP DPBLK5BLK6BLK778 9101413 1211 8 7 65 654 78 9101413121127282930313236 3534331011121314151617BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK151234567891011121314BLK16BLK171312345678910111213141516171819202122123456789101112131415123456789101115161718121314 1920212
2
2
3
2
4
2
5
2
6
2
7
2
8
2
932313033515049483736353440393844434241474645123456789101112131412345678910
1112131415161718192021222324252627302928313433323538
37
36
3941404217161518192021242322252627282930 3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK124 3 5 6161596.0'BLK1MORNING STAR DRIVEFAIRWATER DRIVE STERNWHEELER DRIVE
BRIGHTWATER DRIVECLIPPER WAYWE
L
L
N
E
S
S
RO
A
D
HIGH MEADOW ROADHIGH MEADOW ROADS
T
A
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELERDRIVE
WANDER TRAILNATURE PARK WAYGREENSPACE ROAD AMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANEBRIGHTWATER DRIVEFAIRWATER DRIVESTERNWHEELER DRIVE TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MORNING STAR DRIVEAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTERNWHEELERDRIVE
TRAILS CROSSING LANET
R
A
I
L
S
C
RO
S
S
I
NG
L
AN
E AMBLE LANEMFBUILDING 1MFBUILDING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILDING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNITBUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNITBUILDING D3 STORY12 UNITBUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILDING G3 STORY12 UNITBUILDING H3 STORY12 UNITWATERS EDGE SECOND FILING
IRRIGATION DITCHW. P. ELDER RESERVOIR OUTLETCANALTRACT BLIND PROPERTYREC. NO.20003015049724'x50'IPRSRSRRRRIPIPIPIPIPRRIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPRSRRRSRSRSRSRSGBGBGBGBWWGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBEX PROPERTYBOUNDARY25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACTED BYCURRENT PLAT)MATCH LINE SEE SHEET C-015MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
0
1
7 PROP BAKER LATERAL IRRIGATION EASEMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTEX ROWPROP ROWEX ROWPROP ROWEX PROPERTYBOUNDARYPROP EDGEOF NEWASPHALTEX EDGE OFASPHALTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTPROP BAKER LATERALIRRIGATION EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROP LIMITS OFDEVELOPMENTEX PROPERTYBOUNDARYRAINGARDENPOND 200PROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
EROSION CONTROL PLAN (SOUTH)C-0161684AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'017016015KEY MAP - 1" = 1000'Street Cut NoteTOTALONSITE AREADISTURBED(SF)5,641,981TOTALOFFSITE AREADISTURBED(SF)3,744,0271.PROJECT WILL BE CONSTRUCTED IN MULTIPLE PHASES.2.STORAGE/STAGING AREAS SHALL BE WITHIN THE AREA OF DISTURBANCE/ LIMITS OFDEVELOPMENT.3.NO HAUL ROADS OFFSITE ARE EXPECTED.4.HEAVY CONSTRUCTION TRAFFIC TO BE ROUTED IN COORDINATION WITH THE SONDERS EASTPROJECT MANAGER, PRIOR TO START OF CONSTRUCTION.5.GROUNDWATER DEPTHS ARE BASED ON BORING INFORMATION COMPLETED FOR SONDERS EAST,BY CTL THOMPSON, PROJECT NO. FC08010.003-115.6.SITE SLOPES SHALL BE NO GREATER THAN 4:1.7.NO RIPARIAN OR SENSITIVE AREAS ARE IDENTIFIED WITH THIS PROJECT.DISTURBANCEAT ANYONE TIME(%)100EXISTINGVEGETATIONDENSITY(%)VARIES60-85%EXISTINGSOIL TYPETYPE ASOILGROUNDWATERLEVEL(FT)16' to 29'MATERIALCUT/FILL(CF)38,329,443PROJECT DETAILS
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF25302426272829313233253035 40
45
50
55
60 65262728293132333436 37 38 39 41 42 43 44 4647
48
49
51
52 525253 53535353
535354
56
57
58
59 61626364666768696060655959 61616262636364666762
63
65 62636465
61626364
6058585859 61 62 63
556060
5657575858
5959 6161
55606552
5253545657585961626364 55
54
56
5758
55
60
53
54
56
5758
59
60
61626355
55
60
54
54
56
56
57
58
59
61
6255545456504647484951525354
45 50
44
46
47 48
49
51
52
4550434446474849515253
303035354045
50
29
29
313132323333343436363737383839394142
43
44
46
47
48
49
51
404536
3637
3738394142434446
35
40333436373839 41
2525 25242627282965
70
6263
64 6667 68 6965
63
64
66
67
68
606162 636061626365706466676869
60
59
61
62
6365
616263646570666768697066676869
65636466606565616162
6263
63646455
545657 5860656162
63
64
66
67
68
69
6065
70
59616263
64
66
67
68
69
55
60
56
57
58
59
61 6263645560
56
57
58
59
61
62
55
60
54
56
57
58
59
61
5560
5456
5758
59
60
65
58
59
61
62
63
64
66676869
55
535456
575859
5553
54
56575855
60
65
56
57
58
59
61
62
63
64
55525354 565750
48 49 5152
5354
50
4849515253
455044
464748
49
51
52
53
5445
43444645424344
5046474849515245
50
44
46
47
48
49
51
525354504647484951525340455037383941424344
464748
49
5152533035
26272829
31
32
33
34
36
37
5047484951455041424344464748494045373839414243444647483035403132333436373839
354032333436373839413540
45363738 394142434446403637383941
42434430353132333436373839303526
272829313233343625
25
30
30
35
35
40
40
23
23
24
24
26
26
27
27 28
28
29
29
31
31
32
32
33
33
34
34 36
36
37
37
38
3839
39
41
41 42
4243
30
30
30
35 4045
50
5028
29
29
29
31
31
31
32
32
32 33
33
33
34
34
34
36
37 3839
41
42
43
4446464747
48
49
49 505050
55
60
46
47
48
49
49
49
51
525354
56
57
58
59
61
4045454550556065414242424343434444444646464747474848484949495152535456575859616263646667683535404040455036363737383839393941414142434446474849515555606065705454565657575858595961616161626263636466676869525150494847464544434241414242414039
38374237403940414241424238375328
2825242125 4241423840434039374145554341
4242414042424150
48 45717069
69
65
66
67
68
6470707069686970707066676869
70
70 70656463
63
60
55
53
53
54545352515353
5454474544434650535045535857 6364646565 6663 7069605260555560526561675550504550
53
49
4847
46
4543
3231
3155
54
53
54
5429
29 3434
40
40
4039
39
36
40
35
35494542 61626261353637383940
3434
28
28
34
35
35
2323
2930
29
30
40
35
36 38
36 505045424245505252595951
50515559606741 494249425055603344
25
28
29
22
22 25 282827262529424038
40
60
61
62VTCSFWIPIPGBMUCWORSGFRRNOTES: .1.PERIMETER SILT FENCE SHALL BE INSTALLED ALONG PROPERTYBOUNDARY, AND IS SHOWN OFFSET FROM PROPERTY BOUNDARYON THIS PLAN FOR CLARITY.·TOTAL PERIMETER SILT FENCE AROUND SITE = 10,566 LF.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 ARE TOBE RE-VEGETATED AND RETURNED TO HISTORIC CONDITION.STRAW WATTLES OR GRAVEL INLET FILTERS MAY BE INSTALLED(IF NECESSARY AND AS REQUIRED) ON EXISTING,OFFSITE/DOWNSTREAM INLETS.5.VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINEDBY THE CONTRACTOR, PRIOR TO CONSTRUCTION, AND SHALL BEINSTALLED ACCORDINGLY.6.SEE SHEET C-018 & C-019 FOR EROSION CONTROL NOTES ANDDETAILS. SYMBOLS SHOWN IN THIS PLAN ARE NOT TO SCALE.7.PHASED EROSION CONTROL SEQUENCING AND PLANS WILL BESHOWN AND PROVIDED DURING FINAL DESIGN. SILT FENCE ORSTRAW WATTLES SHALL BE INSTALLED AROUND BLOCKS, AFTERUTILITY AND STREET CONSTRUCTION AND GRADING ISCOMPLETE. THE EROSION MEASURES WILL BE INSTALLED WHERECONSTRUCTION WILL NOT BE DEVELOPED FOR AN EXTENDEDPERIOD OF TIME.8.THE OFFSITE LIMITS OF DEVELOPMENT (EAST SIDE OF NEW DITCHRELOCATION, SHALL HAVE DIRT BERM PLACED ALONG LIMITS OFDEVELOPMENT LINE IN-LIEU-OF SILT FENCE.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 INTERVALEXISTING DIRECTION OF SURFACE FLOWINSTALL RIPRAP PROTECTION (TYPE M D =12")6564BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314152728291112131415161718192021222324252627302928313332BLK14495051525354555756BLK1296.0'BLK20CLARION LANE BRIGHTWATER DRIVECLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD WELLNESS ROAD HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY TRAILWAY ROADPLAY PARK LANEBAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TRAILS CROSSING LANETRAILS CROSSING LANE BUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10BUILDING 12MFBUILDING 13CONSERVATION TRAILPRIVATE STREET15''SAN15''SAN15''SAN15''SANDPDPDP DPDP
W. P. ELDER RESERVOIR OUTLET CANALTRACT BLIND PROPERTYREC. NO.200030150497BEACHCOMBER LANE THOREAU ROAD24'x50'POND 200EX POND 10025302426272829313233253035 40
45
5026272829
3132333436 37 38 39 41 42 43 44 4647
48
49 51 52 525253 5353535352524550444647484951524550434446474849515253303035
354045 502929313132323333343436
363737383839394142 43 44 46 47 48 49 5140
4536363737383941 4243444635 40333436373839 412525252426272829 53455044 464748 5152535443445046474849515245504446474849515253545046474849515253404550373839414243444647484951525330352627282931323334363750474849514550414243444647484940
453738394142434446474830354031323334363738393540323334363738394135
404536373839414243444640363738394142434430353132333436373839303526 272829313233343625
25
30
30
35
35
40
40
23
23
24
24
26
26
27
27 28
28
29
29
31
31
32
32
33
33
34
34
36
36
37
37
38
3839
39
41
41 42
4243
30
30
30
35
28
29
29
29
31
31
31
32
32
32 33
33
33
34
34
34 5251503938374237 403940414241424238375328
282524212543 424241404153535454474544 43465053504543323131 5554535454
353637383940
3434
28
28
34
35
35
2323
2930
29
30
40
35
44
25
28
29
22
22
25 28282726252
9
424038 IPRRRRRRRRIPIPIPIPIPRRIPIPIPIPIPIPIPIPIPIPIPIPIPGBWWWWGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBIPEX PROPERTY BOUNDARYPROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYPROP CONC WINGWALL/ RETAINING WALLPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP MSEWALLSPROP LIMITS OF DEVELOPMENTPROP TEMPORARY CONSTRUCTION EASEMENTPROP TEMPORARY CONSTRUCTION EASEMENTPROP CONC DROP STRUCTUREPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTEX PRESCRIPTIVEEASEMENTPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP LIMITS OF DEVELOPMENTEX PROPERTY BOUNDARYPROP CONC C&G W/ 2' ASPHALT PATCHEX PROPERTYBOUNDARYPROP LIMITS OFDEVELOPMENTPROP DRAINAGE EASEMENTVTCASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
EROSION CONTROL PLAN (SOUTHEAST)C-0171784AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'017016015KEY MAP - 1" = 1000'Street Cut NoteMATCH LINESEE SHEET C-016
TOTALONSITE AREADISTURBED(SF)5,641,981TOTALOFFSITE AREADISTURBED(SF)3,744,0271.PROJECT WILL BE CONSTRUCTED IN MULTIPLE PHASES.2.STORAGE/STAGING AREAS SHALL BE WITHIN THE AREA OF DISTURBANCE/ LIMITS OFDEVELOPMENT.3.NO HAUL ROADS OFFSITE ARE EXPECTED.4.HEAVY CONSTRUCTION TRAFFIC TO BE ROUTED IN COORDINATION WITH THE SONDERS EASTPROJECT MANAGER, PRIOR TO START OF CONSTRUCTION.5.GROUNDWATER DEPTHS ARE BASED ON BORING INFORMATION COMPLETED FOR SONDERS EAST,BY CTL THOMPSON, PROJECT NO. FC08010.003-115.6.SITE SLOPES SHALL BE NO GREATER THAN 4:1.7.NO RIPARIAN OR SENSITIVE AREAS ARE IDENTIFIED WITH THIS PROJECT.DISTURBANCEAT ANYONE TIME(%)100EXISTINGVEGETATIONDENSITY(%)VARIES60-85%EXISTINGSOIL TYPETYPE ASOILGROUNDWATERLEVEL(FT)16' to 29'MATERIALCUT/FILL(CF)38,329,443PROJECT 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
FO
R
CON
S
T
RU
C
T
IONproject no:date: SONDERS EAST
FORT COLLINS, COLORADO
EROSION CONTROL NOTES & DETAILSC-0181884AUGUST 16, 2023105-001JRGJRGJRGwww.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
FO
R
CON
S
T
RU
C
T
IONproject no:date: SONDERS EAST
FORT COLLINS, COLORADO
EROSION CONTROL DETAILSC-0191984AUGUST 16, 2023105-001JRGJRGJRGSLOPEINSTALLATIONDETAILDrawing 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.comOUTLET PIPEENDS OF GRAVEL FILTER TO BEKEYED INTO FILL SLOPE.TOE OF FILLFLOWGRAVEL FILTER(3/4"Ø ± GRAVEL,WRAPPED IN CHICKENWIRE)MAINTENANCE NOTES:1. FORM CHICKEN WIRE WRAP ALONG FRONT OF OUTLET STRUCTURE AND EXTENDING INTO EMBANKMENT OF POND.2. PACK WITH 3/4" GRAVEL AND ROLL & TWIST CHICKEN WIRE WRAP AT TOP TO HOLD TOGETHER (WIRE TIE, IF NECESSARY).GRAVEL FILTER SHALL BE 18" TALL x 18" WIDE AND SLOPE TOWARDS OUTLET STRUCTURE OR LAID UP AGAINST OUTLETSTRUCTURE FOR STABILITY.3. SEDIMENT BASIN FILTER SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAIN EVENT, AND REPAIRED WHENNECESSARY. ACCUMULATED SEDIMENT SHALL BE REMOVED.4. SEDIMENT BASIN FILTER SHALL BE REMOVED AFTER IT HAS SERVED ITS PURPOSE.OUTLET PIPEFILTEREDWATERRUNOFF18" TALL GRAVEL FILTER.18"18"OUTLET STRUCTUREOUTLET STRUCTURE
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2
34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
23
24
25
2627
28
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5 6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
WEL
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAYTRA
I
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAIL NATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
L
AN
ETRAILS CROSSING LANETURNBERRY ROAD(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANESSS
SEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEE EEG
E
G
G
EEEEE
EEEE
EEEE
EE
GG
GGGG
GG
GG
G
G
G
EEEE
EEEEE
G
GGG
G
GG
G
GGGGEEEEEEGGEGGGGEEEE GGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGGGGEE
GE
GG
EEEEG
GG
GGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEGEEEEEEEEEEEEGGGGGGGGGGG
G
EEE
GGGGGGGG GGGGGGG GGG
EEEEEEEEE EE
EE EE EEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEE
EEEEE
EGGGGGG
G
G
GGEEEEE
GGGGGG
E
EEEEGG
GGGGGE EEEEGGGGEEEGGGEEEEEEE
EGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EG
E
GEGEGEGEGEGEGEGEGEGE
G
E
G
E
G EEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGG
SSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEGE
G
EG
EG
EGEG
EG
EG
EG
EG
EG
EGEGEGEGEGEGEGEG SSSSSSSSSSSSSSSSSSSSSS
S
S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSS
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SS
S
SSS
S
S
S
S
S
S
SS
S
S
SSSSSS
SWWWWWW
W WWWWWWWWWWWW
WWWWWWWWWSSS
S
SSS
S
SSSS
S
SSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
SDPDP
SSSSS S
S
S
S WWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WW
WWWWWW
WW
W
W
WW
W
W
W
WWWWW
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWWWWSWWWWWWWSWSWSWSS
SW
W
W
W
W
W
W
WWW SSSSSS
SWWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSEEEEEWWWWW
W SSSSGSSWWWWFFF
FNOTES:1.SEE DETAILED GRADING PLAN SHEETS C-023 TO C-032 FOR PRELIMINARY GRADING SPOTELEVATIONS, LABELING, ETC...2.THIS PLAN SHOWS OVERALL PRELIMINARY GRADING AND DRAINAGE PATTERNS FOR THE SITE.3.RUNOFF FROM THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO THREE DETENTION PONDS,WHERE LID, WQCV, AND DETENTION WILL BE PROVIDED FOR THE DEVELOPMENT. PLEASE REFER TOSHEETS C-034 TO C-036 FOR OVERALL GRADING AND DRAINAGE EXHIBITS, INCLUDING DRAINAGETABLES AND FLOW DATA.4.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES ON SITE, OFFSITE, AND OUTSIDE OF THECITY RIGHT-OF-WAY, WILL BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST).ALL EXISTING AND PROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED ANDMAINTAINED BY THE CITY OF FORT COLLINS.1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 5910111216151413 1234 8 7 6512 3 65413121415161718BLK1BLK1BLK119202122 232425262728291 2 34 5 67 89101116171819 2021BLK4871 243124 3BLK2BLK3STERNWHEELER DRIVE STERNWHEELER COURTSTERNWHEELERDRIVE MEADOW LARK ROADNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANETURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MOORLAND WAYPARKLAND WAYAMBLE LANEAMBLE LANEEX NO. 8 DITCHPOND 300RAINGARDENDOUGLAS ROADAC-020 AC-020
A
C-02
0
60 6559 61626364666768696060655959 61616262636364666762 6365626364656462636061
626360
56
57
58
59
61
62
65 706263 64 6667686971656364666768606162 636061626365706466676869 6059 61 62 636561626364657066676869706667686965636466
60656561616262636364646364404550
503941424344464
6
4
7
47
48
49
49
5
0
50
50
55
60
46
47
48
49
49
49
5
1
5
2
5
3
54
56
57
58
59
61
4045454550556065414242424343434444444646464747474848484949495152535456575859616263646667685555606065705454565657575858595961616161626263636466676869656570706464666667676868696971717172727350
48 457272 73717069696566676864707070707070636464656566637069
605260555560526561675550504550
53
494847464549454261626261636370505045424245505252595951
50515559606741 4942494250556025' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP ROWEX PROPERTYBOUNDARYEX PROPERTY BOUNDARYPROP ROWPROP DITCH EASEMENTPROP DITCH EASEMENTPROP TEMPORARY CONSTRUCTION EASEMENTPROP TEMPORARY CONSTRUCTION EASEMENTPROP DITCH EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP IRRIGATION EASEMENTPROP DRAINAGE EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP BAKER LATERAL IRRIGATION EASEMENTPROP BAKER LATERALIRRIGATION EASEMENT25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP CONC DROP STRUCTUREPROP CONC DROP STRUCTUREEX ROWEX ROWEX ROWFUT ROWEX PROPERTYBOUNDARYPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP EDGE OFNEW ASPHALTMATCH EXISTINGEX EDGE OFASPHALTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTPROP RCP STORM EXTENSION FOR COUNTRY CLUBRESERVE DEVELOPMENT OUTFALL TO NO. 8 DITCHEX COUNTRYCLUB RESERVESTORM OUTFALLPIPEPROP RCP IRRIGATION PIPE EXTENSION FORSERRAMONTE HIGHLANDS IRRIGATION TAILWATEROUTFALL TO NO. 8 DITCHPROP TYPE RINLETSPROP AREAINLETPROP CONCFOREBAYW/ RIPRAPFUTURE BAKER LATERAL EXTENSION (BY OTHERS)END PROP BAKER LATERAL EXTENSION AT MH(EXTENSION TO NORTH, IN FUTURE, BY OTHERS)PROP CURB CUT W/ CONCCHASE & SW CULVERTPROP CURB CUT W/ CONCCHASE & SW CULVERTPROP CURB CUT W/ CONCCHASE & SW CULVERTEX PROPERTYBOUNDARYPROP CURB CUTW/ CONC CHASE &SW CULVERTPROP CURB CUTW/ CONC CHASE &SW CULVERTPROP CURB CUTW/ CONC CHASE &SW CULVERTPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP POND OUTLETSTRUCTUREPROP RCP STORMSEWER OUTLET TONO. 8 DITCHPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP AREAINLET128'14'25'25'32'32'8'25' DITCH RIDER ROAD/ ESMT.25' DITCH RIDER ROAD/ ESMT.GRADE VARIESGRADE VARIESDITCH EASEMENTNO. 8 DITCH CROSS-SECTION(NTS)Q100 = 1025 CFS (ICON MODEL)DMIN = 8'COMPACTED BENTONITECLAY LINED CHANNELAASPEN0'SCALE: 1" = 100'100'200'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
FO
R
CON
S
T
RU
C
T
IONproject no:date: SONDERS EAST
FORT COLLINS, COLORADO
OVERALL GRADING PLAN & DRAINAGE PLAN (NORTH)C-0202084AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'022021020KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-021LEGENDEXISTING CONTOURSNEW INTERMEDIATE CONTOURS6465NEW INDEX CONTOURSPROPOSED FLOWLINEEX RIGHT-OF-WAY/ PROPERTY BOUNDARYPROPOSED STORM PIPEEXISTING STORM PIPE & MANHOLEDRAINAGE FLOW DIRECTIONDRAINAGE SWALEStreet Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2
34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
23
24
25
2627
28
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5 6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
WEL
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAYTRA
I
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAIL NATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
L
AN
ETRAILS CROSSING LANETURNBERRY ROAD(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILDING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILD
ING 18MFBUILD
ING 15MFBUILD
ING 16MFBUILDING 5MFBUILDING 6MFBUILD
ING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILDING 11MFBUILDING 12MFBUILD
ING 13PATHWAY ROADPRIVATE STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNITBUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNITBUILDING D3 STORY12 UNITBUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILDING G3 STORY12 UNIT BUILDING H3 STORY12 UNIT
DPDPDP DPDP DPNOTES:1.SEE DETAILED GRADING PLAN SHEETS C-023 TO C-032 FOR PRELIMINARY GRADING SPOTELEVATIONS, LABELING, ETC...2.THIS PLAN SHOWS OVERALL PRELIMINARY GRADING AND DRAINAGE PATTERNS FOR THE SITE.3.RUNOFF FROM THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO THREE DETENTION PONDS,WHERE LID, WQCV, AND DETENTION WILL BE PROVIDED FOR THE DEVELOPMENT. PLEASE REFER TOSHEETS C-034 TO C-036 FOR OVERALL GRADING AND DRAINAGE EXHIBITS, INCLUDING DRAINAGETABLES AND FLOW DATA.4.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES ON SITE, OFFSITE, AND OUTSIDE OF THECITY RIGHT-OF-WAY, WILL BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST).ALL EXISTING AND PROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED ANDMAINTAINED BY THE CITY OF FORT COLLINS.WATERS EDGE SECOND FILING
IRRIGATION DITCHBLOCK 9LIND PROPERTYREC. NO.200030150497TRACT BLIND PROPERTYREC. NO.200030150497BLK5BLK6BLK778 9101413 1211 8 7 65 654 78 9101413121127282930313236 3534331011121314151617BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK151234567891011121314BLK16BLK171312345678910111213141516171819202122123456789101112131415123456789101115161718121314 1920212
2
2
3
2
4
2
5
2
6
2
7
2
8
2
932313033515049483736353440393844434241474645123456789101112131412345678910
1112131415161718192021222324252627302928313433323538
37
36
3941404217161518192021242322252627282930 3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK124 3 5 6161596.0'BLK1MORNING STAR DRIVEFAIRWATER DRIVE STERNWHEELER DRIVE
BRIGHTWATER DRIVECLIPPER WAYWE
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADS
T
A
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELERDRIVE
WANDER TRAILNATURE PARK WAYGREENSPACE ROAD AMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANEBRIGHTWATER DRIVEFAIRWATER DRIVESTERNWHEELER DRIVE TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MORNING STAR DRIVEAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTERNWHEELERDRIVE
TRAILS CROSSING LANET
R
A
I
L
S
C
RO
S
S
I
NG
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILDING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILDING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNITBUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNITBUILDING D3 STORY12 UNITBUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILDING G3 STORY12 UNITBUILDING H3 STORY12 UNITIRRIGATION DITCHRAINGARDENPOND 20050
55
47
48
49
51
52 525253 53535353
535354
56 57 58 596162636460585858596162 63556060565757585859596161556065
525253545657585961626364 555
4565758 55605
3
5456575859
55
55
5454
56
56
57
5855545456504647484951525354
45 5044
46
47 4
8
49515245504344464748495152534045
503738394142
43
44
46
47
48
49
51
4543444660615554565
7 586065616263646667686960657059616263646667686955605657585961 626364556056575859616255605456575859615560
5456575859606558596162636466676869
55
535456575859555
354565758556065565758596162636455525354565750484951525354504849515253
45504
4
46474
8
4
9
51525354454
344 46454243445046474849515245
50
44
46
47
48
49
51
52535450464748495152534045503738394142434446474849515253504748495145504142434446474849404537383941424344464748454436
37
3
8 39525150494847464544434241414242414039383
742
3740394041424142423837534241423840434039374145554
341
4242414042424169686970707066676869 7065646363605553535454
5352515353
545447454443465053504553585764654355
54
53
5
4
5437383940
424038
40606162EX PROPERTYBOUNDARY25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACTED BYCURRENT PLAT)PROP BAKER LATERAL IRRIGATION EASEMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTEX ROWPROP ROWEX ROWPROP ROWEX PROPERTYBOUNDARYPROP EDGEOF NEWASPHALTEX EDGE OFASPHALTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTPROP BAKER LATERALIRRIGATION EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROP LIMITS OFDEVELOPMENTEX PROPERTYBOUNDARYPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTCURRENT PLAT)PROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP TYPE RINLETSPROP AREAINLETPROP AREAINLETPROP TYPE RINLETSPROP AREAINLETPROP TYPE RINLETSPROP TYPE RINLETSPROP TYPE RINLETSPROP TYPE RINLETPROP CONCFOREBAYW/ RIPRAPPROP POND OUTLETSTRUCTUREPROP CURB CUTW/ CONC CHASE &SW CULVERTPROP CURB CUTW/ CONC CHASE &SW CULVERTPROP CURB CUTW/ CONC CHASE &SW CULVERTPROP CURB CUTW/ CONC CHASE &SW CULVERTPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP BEGIN BAKERLATERAL IRRG PIPEEXTENSION: TIE-IN TOEX BAKER LATERALIRRG MHPROP TYPE RINLETSPROP TYPE RINLETSPROP AREAINLETPROP TYPE RINLETSPROP TYPE RINLETSPROP RIPRAPPROP RIPRAPPROP RIPRAPASPEN0'SCALE: 1" = 100'100'200'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
FO
R
CON
S
T
RU
C
T
IONproject no:date: SONDERS EAST
FORT COLLINS, COLORADO
OVERALL GRADING PLAN & DRAINAGE PLAN (SOUTH)C-0212184AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'022021020KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-020Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.LEGENDEXISTING CONTOURSNEW INTERMEDIATE CONTOURS6465NEW INDEX CONTOURSPROPOSED FLOWLINEEX RIGHT-OF-WAY/ PROPERTY BOUNDARYPROPOSED STORM PIPEEXISTING STORM PIPE & MANHOLEDRAINAGE FLOW DIRECTIONDRAINAGE SWALEMA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
0
2
2
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2
34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
23
24
25
2627
28
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5 6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
WEL
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAYTRA
I
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAIL NATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
L
AN
ETRAILS CROSSING LANETURNBERRY ROAD(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEDPDPDP DPDP DPNOTES:1.SEE DETAILED GRADING PLAN SHEETS C-023 TO C-032 FOR PRELIMINARY GRADING SPOTELEVATIONS, LABELING, ETC...2.THIS PLAN SHOWS OVERALL PRELIMINARY GRADING AND DRAINAGE PATTERNS FOR THE SITE.3.RUNOFF FROM THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO THREE DETENTION PONDS,WHERE LID, WQCV, AND DETENTION WILL BE PROVIDED FOR THE DEVELOPMENT. PLEASE REFER TOSHEETS C-034 TO C-036 FOR OVERALL GRADING AND DRAINAGE EXHIBITS, INCLUDING DRAINAGETABLES AND FLOW DATA.4.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES ON SITE, OFFSITE, AND OUTSIDE OF THECITY RIGHT-OF-WAY, WILL BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST).ALL EXISTING AND PROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED ANDMAINTAINED BY THE CITY OF FORT COLLINS.BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314152728291112131415161718192021222324252627302928313332BLK14495051525354555756BLK1296.0'BLK20CLARION LANE BRIGHTWATER DRIVECLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD WELLNESS ROAD HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY TRAILWAY ROADPLAY PARK LANEBAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TRAILS CROSSING LANETRAILS CROSSING LANE EX NO. 8 DITCH15''SAN15''SAN15''SAN15''SANDPDPDP DPDPTRACT BLIND PROPERTYREC. NO.200030150497POND 200EX POND 100B1C-022B2C-02225302426272829313233253035 40
45
5026272829
3132333436
3
7
3
8
3
9 41 42 43 44 4647
48
49 51 52 525253 5353535352524550444647484951524550434446474849515253303035
354045 502929313132323333343436
363737383839394142 43 44 46 47 48 49 5140
4536363737383941 4243444635 40333436373839 412525252426272829 53455044 464748 5152535443445046474849515245504446474849515253545046474849515253404550373839414243444647484951525330352627282931323334363750474849514550414243444647484940
453738394142434446474830354031323334363738393540323334363738394135
404536373839414243444640363738394142434430353132333436373839303526 272829313233343625
25
30
30
35
35
40
40
23
23
24
24
26
26
27
27 28
28
29
29
31
31
32
32
33
33
34
34
36
36
37
37
38
3839
39
41
41 42
4243
30
30
30
35
28
29
29
29
31
31
31
32
32
32 33
33
33
34
34
34 5251503938374237 403940414241424238375328
282524212543 424241404153535454474544 43465053504543323131 5554535454
353637383940
3434
28
28
34
35
35
2323
2930
29
30
40
35
44
25
28
29
22
22
25 28282726252
9
424038
EX PROPERTY BOUNDARYPROP DRAINAGEEASEMENTEX PROPERTY BOUNDARYPROP CONC WINGWALL/ RETAINING WALLPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP MSEWALLSPROP LIMITS OF DEVELOPMENTPROP TEMPORARYCONSTRUCTION EASEMENTPROP TEMPORARYCONSTRUCTION EASEMENTPROP CONC DROP STRUCTUREPROP DRAINAGE EASEMENTPROP DRAINAGEEASEMENTEX PRESCRIPTIVEEASEMENTPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP LIMITS OF DEVELOPMENTEX PROPERTY BOUNDARYEX PROPERTYBOUNDARYPROP LIMITS OFDEVELOPMENTPROP DRAINAGE EASEMENT(TO BE VACTED BYCURRENT PLAT)PROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYPROP 6' CONCCROSSPANINLETSPROP TYPE RINLETSPROP TYPE RINLETPROP POND OUTLETSTRUCTUREPROP RCP STORMSEWER OUTLET TONO. 8 DTICHPROP TYPE RINLETSPROP TYPE RINLETSPROP AREAINLETPROP TYPE RINLETSPROP TYPE RINLETSPROP TYPE RINLETSPROP AREAINLETPROP RIPRAPPROP CONC HEADWALLW/ ORIFICE CONTROLPROP RCP STORM SEWEROUTLET TO NO. 8 DITCHPROP RIPRAPPROP RIPRAPEX POND OUTLETSTRUCTUREPROP TEMPORARYCONSTRUCTION EASEMENT112'25'25'24'24'14'25'25'24'24'14'25'25'24'24'14'112'112'6'6'6'25' DITCH RIDERROAD/ ESMT.25' DITCH RIDER ROAD/ ESMT.GRADE VARIESGRADE VARIESDITCH EASEMENTCOMPACTED BENTONITECLAY LINED CHANNEL25' DITCH RIDERROAD/ ESMT.25' DITCH RIDER ROAD/ ESMT.GRADE VARIESGRADE VARIESDITCH EASEMENTCOMPACTED BENTONITECLAY LINED CHANNEL25' DITCH RIDERROAD/ ESMT.25' DITCH RIDER ROAD/ ESMT.GRADE VARIESGRADE VARIESDITCH EASEMENTCOMPACTED BENTONITECLAY LINED CHANNELBB1NO. 8 DITCH CROSS-SECTION(NTS)Q100 = 250 CFS (ICON MODEL) DMIN = 6'B2NO. 8 DITCH CROSS-SECTION(NTS)Q100 = 250 CFS (ICON MODEL) DMIN = 6'NO. 8 DITCH CROSS-SECTION(NTS)Q100 = 250 CFS (ICON MODEL) DMIN = 6'ASPEN0'SCALE: 1" = 100'100'200'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
FO
R
CON
S
T
RU
C
T
IONproject no:date: SONDERS EAST
FORT COLLINS, COLORADO
OVERALL GRADING PLAN & DRAINAGE PLAN (SE)C-0222284AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'022021020KEY MAP - 1" = 1000'Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.LEGENDEXISTING CONTOURSNEW INTERMEDIATE CONTOURS6465NEW INDEX CONTOURSPROPOSED FLOWLINEEX RIGHT-OF-WAY/ PROPERTY BOUNDARYPROPOSED STORM PIPEEXISTING STORM PIPE & MANHOLEDRAINAGE FLOW DIRECTIONDRAINAGE SWALEMATCH LINESEE SHEET C-021
606559 61626364666762 6362 65626364656364666768
6061626355556060657054545656575758585959616161616262636364666768697069696566676864637069
60526055556052656167616262611 234BLK1BLK1BLK1 56789101112341312BLK11 2STERNWHEELER COURTGRASSLAND ROADTURNBERRY ROAD(TWO LANE ARTERIAL)NO. 8 DITCH25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848 68.00 69.18 60.65 61.42 62.21 63.00 63.75 61.99 61.40 61.09 60.76 60.43 60.13 59.71 65.93 67.13 66.07 64.43 62.94 61.99 64.81 65.47 67.43 67.45 68.88 68.48 61.97 62.27 64.25 64.65 62.68 63.09 65.03 65.35 65.36 63.51 63.21 64.11 63.52 63.10
6
1
.
3
9
6
2
.
0
0
6
2
.
6
2 62.55 62.96 63.22 63.50 60.89 60.92
6
0
.
7
2
6
0
.
2
6
5
9
.
9
0 62.29 6
2
.
1
9
6
2
.
5
3
6
2
.
8
0
6
3
.
0
8 62.48 59.81
6
1
.
4
1
6
1
.
2
4 60.86
5
9
.
5
1
5
9
.
8
6 60.21
6
0
.32
6
0
.
0
7 54.00 54.00 62.00 62.50 62.01 62.50 61.50 61.37 59.50 60.00 61.44 62.00 62.00 70.50 70.00 70.00
6
1
.
0
8 69.13 68.73 70.19 68.61 68.00 67.66 68.05NO. 8 DITCHNO. 8 DITCHAAAABBBAAAAAPROP 6' CONC CROSSPAN222222'2'2'2'2'25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)EX PROPERTY BOUNDARYPROP DITCH EASEMENTPROP TEMPORARY CONSTRUCTION EASEMENTPROP IRRIGATION EASEMENTPROP DRAINAGE EASEMENT5
0
'
1
2
8
'PROP BAKER LATERAL IRRIGATION EASEMENT25'PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)EX ROWPROP LIMITS OF DEVELOPMENTPROP EDGE OFNEW ASPHALT/SAWCUT LINEEX PROPERTY LINE/ROWPROP ROWEX PROPERTYBOUNDARYPROP CONC DROP STRUCTUREEX ROWEX EDGE OFASPHALTPROP RCP STORM EXTENSION FOR COUNTRY CLUBRESERVE DEVELOPMENT OUTFALL TO NO. 8 DITCHEX COUNTRYCLUBRESERVESTORMOUTFALL PIPEPROP RCP IRRIGATION PIPE EXTENSION FORSERRAMONTE HIGHLANDS IRRIGATION TAILWATEROUTFALL TO NO. 8 DITCHEND PROP BAKER LATERALEXTENSION AT MH (EXTENSIONTO NORTH, IN FUTURE, BYOTHERS)EX PROPERTYBOUNDARYPROP BAKERLATERAL IRRG PIPEEXTENSIONBB34343434341111188101010128'
7
8
'
1
4
'PROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP EDGE OFNEW ASPHALT/SAWCUT LINEEX EDGE OFASPHALTKEY NOTE LEGEND . PROPOSED DRAINAGE SWALEPROPOSED CURB CUT (WIDTH NOTED ON PLAN)PROPOSED CONCRETE CHASE CHASE (WIDTHNOTED ON PLAN)PROPOSED METAL SIDEWALK CULVERT (WIDTHNOTED ON PLAN)PROPOSED 2' WIDE CONCRETE TRICKLE PANPROPOSED MSE RETAINING WALLPROPOSED NATURAL BOULDERPROPOSED RIPRAP (SIZED IN FINAL DESIGN)PROPOSED STORM SEWER (SIZED IN FINALDESIGN)PROPOSED ASPHALT OR CONCRETE PATCHPROPOSED CURB AND GUTTER MATCH EXISTINGCURB AND GUTTERPROPOSED SIDEWALK MATCH EXISTINGSIDEWALK123456789101112NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, ANDBASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORKDATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARKINFORMATION.2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES ANDMASTER LEGEND.3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES ANDLOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEETC-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVINGRECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPEMINIMUM, UNLESS SHOWN OTHERWISE.7.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASESWILL UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES INSTREETS WILL VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALLPUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINALDESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FORPROTECTION FROM THE 100-YR STORM.10.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGHCURB TO 0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPTWHERE CONNECTING TO A SIDEWALK CHASE.11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONGPROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLERREQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSEDSTRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAILDETAILS FOR METAL RAILINGS.12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS INACCORDANCE WITH ADA STANDARDS.13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TOCONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TOCONSTRUCTION.14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EASTAND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE ANDIRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FORINCREASED CAPACITY FOR LARIMER WELD.EXISTING MINOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURS697069EXISTING MAJOR CONTOURS70legend1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
23
24
25
2627
28293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADST
A
R
D
U
S
T
W
A
Y
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEASPEN0'SCALE: 1" = 40'40'80'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
FO
R
CON
ST
RUC
T
IONproject no:date: SONDERS EAST
FORT COLLINS, COLORADO
GRADING PLANC-0232384AUGUST 16, 2023105-001JRGJRGJRGKEY MAP - 1" = 1000'031023KEY MAP - 1" = 1000'024025026029028027032033030031FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.MATCH LINESEE SHEET C-024
BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 910 1234 8 7 6512 3 654 78 910131415161718BLK119201 2 34 5 67141516171819 2021BLK4871 243124 3 5 6BLK2BLK3STERNWHEELER DRIVE
FIELD POINT WAYSTERNWHEELERDRIVE MEADOW LARK ROADWANDER TRAILNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD MOORLAND WAYPARKLAND WAYAMBLE LANETURNBERRY ROAD(TWO LANE ARTERIAL)MOORLAND WAYPARKLAND WAYAMBLE LANEAMBLE LANE2BBBBBBBBBBBBAAAAAAAAAAAAABBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBAAAACCCCAAAAAA22232343434342'2'2'2'2'411119999101010960 6557
58
59 6162636466676869605959616263656263646561626364
60 61 62 63
60
61626061626365706466676869
6
0
5
9
6
1
6
2
6365
616263646570666768697066676869
656364666065656161626263636464565
7 586564 66 67 68 69
6
0
5
9
6
1 62636470707069707070
585763646465656663
60EX PROPERTYLINE/ ROWPROP EDGE OFNEW ASPHALT/SAWCUT LINEEX ROWPROP ROWPROP EDGEOF NEWASPHALT/SAWCUTLINEEX EDGE OFASPHALTPROP ROWPROP BAKER LATERALIRRIGATION EASEMENTEX ROWEX PROPERTYBOUNDARYPROP LIMITS OFDEVELOPMENTEX EDGE OFASPHALTSERRAMONTE HIGHLANDS IRRIGATION TAILWATEROUTFALL TO NO. 8 DITCHPROP TYPE RINLETSPROP AREAINLETPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP TYPE RINLETSPROP AREAINLETPROP AREAINLETPROP AREAINLET
5
9
.
4
4
5
9
.
4
1
59.10 69.52 64.71 65.19 65.74 66.13 64.93 63.69 66.73 67.93 67.53 64.78 64.49 65.38 66.78 67.98 69.18 69.64 67.30 66.19 65.74 65.58 64.95 66.58 67.77 67.93 66.33 64.94
6
4
.
6
7
6
4
.
2
5
6
3
.
8
2
6
3
.
1
1
6
3
.
6
9
6
3
.
8
0 64.12
6
5
.
2
2
6
5
.
6
5 64.48 64.83
6
6
.
0
7
6
4
.
8
2
66.45 65.15 65.58 6
3
.
0
4 63.69
6
2
.
5
5
6
2
.
0
0
6
1
.
5
0
6
0
.
8
7
5
9
.
9
2
6
4
.
3
3 63.93 64.33 62.53
6
2
.
2
6 64.06 63.66 63.38 63.78
6
1
.
9
9
6
1
.
9
0
63.50
6
3
.
9
0
6
4
.
4
6
6
4
.
1
8
6
3
.
7
8
63
.
1
1
6
4
.
0
6
6
4
.
7
3
6
3
.
0
4 63.60 6
2
.
5
0
6
1
.
8
1
6
1
.
2
4
6
3
.
6
8 64.11 6
4
.
2
7
6
4
.
7
0
6
2
.
6
4
6
2
.
3
1
6
4
.
3
6
6
4
.
4
1
6
4
.
4
7
6
4
.
7
9
65
.11
6
5
.
4
3
6
4
.
3
0
6
3
.
1
7
63.36 63.22 62
.87
6
2
.
3
4
6
1
.
7
8
6
1
.
4
2
6
1
.
0
6
6
0
.
7
2 61.20 6
0
.
6
8
6
2
.
7
6
6
2
.
7
4
62.23
6
0
.
4
3
5
9
.
9
3
60
.22
5
9
.
3
4
58.74 58.34 58.43 58.51 6
0
.
9
4
6
1
.
5
4
60.31
6
2
.
1
4
61.27 57.67 56.50 58.05 6
1
.
1
3
6
2
.
9
2
6
2
.
4
1
6
3
.
0
9
6
3
.
6
6
6
4
.
2
3
6
4
.
6
3 65.18 64.91
6
4
.
0
6
6
3
.
4
9
61
.
6
9
6
2
.
2
6
6
2
.
8
3
64.09 63.70
6
0
.
8
0
6
0
.
0
1
5
9
.
2
2
6
0
.
5
3 60.25 59.36 60.62 61.02 61.81 61.41 62.20 62.60 63.35 62.88 62.73
6
1
.
8
0
6
1
.
0
1
6
0
.
2
2
59.29 60.65 61.42 62.21 63.00 63.75 63.70 66.73 67.93 65.73 66.03 65.63 65.33 68.23 64.53 62.88 62.73 64.13
58.96 60.89 5
9
.
8
0
6
0
.
1
7
6
0
.
7
4
6
1
.
4
4
6
1
.
2
1
58.15 63.20
61.02 6
1
.
7
5
6
2
.
1
6
6
2
.
5
6
6
2
.
9
1
63.28 63.56 63.39 56.75 57.40 55.69 6
3
.
6
0
6
3
.
8
0
6
4
.
1
2
6
4
.
4
8
6
5
.
7
8
6
5
.
1
7
6
6
.
3
9
6
4
.
8
3
65.15 65.58 67.00 65.06 64.59 63.98 63.37 62.64 6
4
.
5
7
65.74 65.58 67.14 68.31 66.19 67.30 69.81 69.51 67.91 68.21 67.81 68.21 67.91 65.06 64.91 65.49 66.71 64.91 66.11 66.41 64.09
5
9
.
5
0
5
9
.
3
0
6
0
.
4
0
5
9
.
3
0
5
9
.
9
8
6
0
.
5
9
6
1
.
2
0
6
0
.
5
7
59.66 60.21 63
.06 63.45 63
.14
62
.75
62
.81
62
.43 63.12 62.82 62
.50
6
2
.
1
8
6
1
.
8
2
61
.46
6
1
.
2
0
6
0
.
1
7
6
0
.
7
2
61
.06
6
1
.
4
2
6
1
.
7
9
62
.11
6
2
.
5
0
59.12 59.50 58.96 56.50 64.27 63.85 63
.42 62.16
6
2
.
5
6
6
2
.
9
7
63.35 63.94
6
1
.
7
7
6
2
.
0
4 64.67 64.25 63.82 63.42 65.05 66.71 66.31
58.67KEY NOTE LEGEND . PROPOSED DRAINAGE SWALEPROPOSED CURB CUT (WIDTH NOTED ON PLAN)PROPOSED CONCRETE CHASE CHASE (WIDTHNOTED ON PLAN)PROPOSED METAL SIDEWALK CULVERT (WIDTHNOTED ON PLAN)PROPOSED 2' WIDE CONCRETE TRICKLE PANPROPOSED MSE RETAINING WALLPROPOSED NATURAL BOULDERPROPOSED RIPRAP (SIZED IN FINAL DESIGN)PROPOSED STORM SEWER (SIZED IN FINALDESIGN)PROPOSED ASPHALT OR CONCRETE PATCHPROPOSED CURB AND GUTTER MATCH EXISTINGCURB AND GUTTERPROPOSED SIDEWALK MATCH EXISTINGSIDEWALK123456789101112NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, ANDBASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORKDATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARKINFORMATION.2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES ANDMASTER LEGEND.3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES ANDLOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEETC-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVINGRECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPEMINIMUM, UNLESS SHOWN OTHERWISE.7.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASESWILL UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES INSTREETS WILL VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALLPUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINALDESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FORPROTECTION FROM THE 100-YR STORM.10.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGHCURB TO 0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPTWHERE CONNECTING TO A SIDEWALK CHASE.11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONGPROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLERREQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSEDSTRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAILDETAILS FOR METAL RAILINGS.12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS INACCORDANCE WITH ADA STANDARDS.13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TOCONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TOCONSTRUCTION.14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EASTAND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE ANDIRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FORINCREASED CAPACITY FOR LARIMER WELD.EXISTING MINOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURS697069EXISTING MAJOR CONTOURS70legend1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF50'128'
25'
12
8
'
78'
14'ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
GRADING PLANC-0242484AUGUST 16, 2023105-001JRGJRGJRGKEY MAP - 1" = 1000'KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-025MATCH LINESEE SHEET C-023MATCH LINE
SEE SHEET C-027
031023024025026029028027032032030031
78 9101413 1211 78 91413121136 35BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK82
2
2
3 5 61615STERNWHEELER DRIVE
WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADWANDER TRAILGREENSPACE ROAD
TURNBERRY ROAD(TWO LANE ARTERIAL)PATHWAY LANEPATHWAY LANEPATHWAY LANEMFBUILDING 1BUILDING 18BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILDING G3 STORY12 UNITBUILDING H3 STORY12 UNIT78 9101413 1211 78 91413121136 35BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK82
2
2
3 5 61615STERNWHEELER DRIVE
WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADWANDER TRAILGREENSPACE ROAD
TURNBERRY ROAD(TWO LANE ARTERIAL)PATHWAY LANEPATHWAY LANEPATHWAY LANEMFBUILDING 1BUILDING 18BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILDING G3 STORY12 UNITBUILDING H3 STORY12 UNITDP 62.33 61.92 60.49 62.28 65.47 63.13 65.47 64.98 60.55 60.65 70.24 68.87 66.82 68.80 69.29 69.46 61.13 61.11 62.00 60.53 69.68
5
8
.
2
7
5
9
.
6
4 60.22 59.80 59.38 58.96
5
8
.
3
1 60.76 5
9
.
5
3 60.11 60.61 61.11 61.60 61.18 62.02 61.61 61.75 62.65 63.18 63.72 63.31 62.83 62.35 60.97 61.45 61.93 63.77 63.29 62.80 5
8
.
1
8
5
7
.
8
4
5
7
.
5
1
5
7
.
1
7
5
6
.
8
4
5
6
.
5
0
5
6
.
1
7
5
5
.
8
3
5
5
.
1
6
5
5
.
0
2
5
6
.
1
7
5
6
.
2
2
5
6
.
6
1
5
6
.
7
2
5
7
.
0
1
5
4
.
2
6
5
4
.
4
5
5
4
.
2
9
5
4
.
5
2
5
5
.
8
4
5
7
.
5
7
5
5
.
0
2
5
5
.
6
0
5
6
.
1
9
5
6
.
7
7
5
8
.
7
7
58
.37
5
7
.
9
7
5
6
.
9
7
5
7
.
3
7
5
7
.
7
7
5
6
.
5
7
5
6
.
9
7
5
7
.
5
7
5
7
.
1
7
5
7
.
3
7
5
7
.
9
7
5
8
.
1
7
5
7
.
7
7
58
.37
58
.77
5
8
.
1
7
5
8
.
5
7
5
8
.
9
7
58
.57
5
9
.
1
7
5
9
.
5
7
5
8
.
9
7
5
9
.
3
7
5
9
.
9
7
6
0
.
7
7
5
9
.
7
7
5
9
.
3
7
6
0
.
3
7
5
9
.
9
7
59
.57
5
9
.
1
7
59.85 59.98 61.18 60.23 60.52
56.69 5
3
.
8
9
5
4
.
1
5
5
7
.
3
6
5
7
.
9
4
5
8
.
5
3
5
9
.
1
1
5
9
.
7
0
58.4
7
59.32
5
3
.
8
1
53
.89
5
2
.
9
7
5
3
.
3
1
5
3
.
3
1
5
3
.
5
0
54
.77
5
5
.
4
8
5
4
.
8
9
54.06
5
4
.
1
9
5
5
.
2
8
5
3
.
8
9
5
4
.
6
4
5
6
.
1
5
5
5
.
5
5
5
6
.
2
3
56
.81
5
5
.
3
9
5
6
.
0
0
5
7
.
4
8
5
6
.
8
8
5
7
.
5
5
5
8
.
1
5
5
6
.
6
2
5
7
.
2
3
5
8
.
8
1
5
8
.
2
1
5
8
.
8
8
5
9
.
4
8
5
7
.
8
5
5
8
.
4
6
6
0
.
1
5
5
9
.
5
5
6
0
.
2
1
6
0
.
8
1
5
9
.
0
7
5
9
.
7
0
61
.
4
9
62.14 60.23 61.11 61.65 61.78
6
1
.
2
9
6
0
.
6
6
6
1
.
66
6
2
.
2
9
62.94
6
0
.
0
3
5
9
.
3
9
5
8
.
7
6
5
8
.
1
2
5
7
.
4
9
5
6
.
8
2
5
6
.
0
4
5
5
.
5
7
5
6
.
2
9
5
5
.
6
8
5
5
.
1
3
54
.74
5
6
.
2
2
5
7
.
0
5
5
7
.
8
3
5
6
.
7
1
5
7
.
2
5
5
8
.
4
8
5
9
.
1
2
5
7
.
7
8
5
8
.
3
2
5
9
.
7
5
6
0
.
3
9
5
8
.
8
5
5
9
.
39
6
1
.
0
2
5
9
.
9
2
6
0
.
4
6
60.96 61.71 61.88 61.07 69.08
6
0
.
2
6
6
0
.
5
2
5
9
.
0
9
5
8
.
6
8
58
.68
5
8
.
1
0
5
7
.
2
9
5
5
.
9
5 54.00 54.56 5
5
.
3
5
55
.52
5
5
.
7
2
5
6
.
7
3
5
9
.
8
1 59.55 5
9
.
2
6 59.21 58.83 58.62 58.22
5
8
.
6
0
5
7
.
0
5
5
7
.
9
7 58.02 57.62 57.38 5
6
.
2
2
5
6
.
1
9
5
6
.
7
7
5
6
.
8
2
5
7
.
4
0
5
8
.
2
9
59.86 5
6
.
0
4
5
5
.
5
6
5
5
.
6
5
5
6
.
1
2
5
6
.
7
9
62.29 62.79
62
.28
61
.82
61
.35
61
.77
61
.
2
6
60
.88
5
9
.
8
3
62.49 63.01
5
6
.
7
5
55.69
5
4
.
3
9
5
6
.
0
6
57
.15
5
6
.
0
9
5
5
.
6
9
5
6
.
7
5
5
6
.
6
7
5
5
.
9
4
5
5
.
8
1
5
4
.
3
0 55.38 54.56 54.70EX PROPERTY LINE/ROWPROP BAKER LATERAL IRRIGATION EASEMENTPROP LIMITS OFDEVELOPMENTEX PROPERTYBOUNDARYPROP EDGE OFNEW ASPHALT/SAWCUT LINEEX EDGE OFASPHALTPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP TYPE RINLETSPROP AREAINLETPROP BAKERLATERAL IRRG PIPEEXTENSIONBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBCCCCBBBBBBBBBBA2222343434342'2'2'2'111199999910101010 69.63 69.58 69.68 67.91 60
.89
5
6
.
8
9PROP EDGE OFNEW ASPHALT/SAWCUT LINEEX EDGE OFASPHALT55
53
5354
56
57
6058
585
8 59
556060
5657585959 6161
5
4 55605
3
5456575859
55
5660616263 64
606570
596162636466676869
5556575
8
5
9
5
5605
6
5
758596162
5
5 605
4
5
657585961
55605456
575859656466676869
55686970707069
606162KEY NOTE LEGEND . PROPOSED DRAINAGE SWALEPROPOSED CURB CUT (WIDTH NOTED ON PLAN)PROPOSED CONCRETE CHASE CHASE (WIDTHNOTED ON PLAN)PROPOSED METAL SIDEWALK CULVERT (WIDTHNOTED ON PLAN)PROPOSED 2' WIDE CONCRETE TRICKLE PANPROPOSED MSE RETAINING WALLPROPOSED NATURAL BOULDERPROPOSED RIPRAP (SIZED IN FINAL DESIGN)PROPOSED STORM SEWER (SIZED IN FINALDESIGN)PROPOSED ASPHALT OR CONCRETE PATCHPROPOSED CURB AND GUTTER MATCH EXISTINGCURB AND GUTTERPROPOSED SIDEWALK MATCH EXISTINGSIDEWALK123456789101112NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, ANDBASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORKDATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARKINFORMATION.2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES ANDMASTER LEGEND.3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES ANDLOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEETC-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVINGRECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPEMINIMUM, UNLESS SHOWN OTHERWISE.7.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASESWILL UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES INSTREETS WILL VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALLPUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINALDESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FORPROTECTION FROM THE 100-YR STORM.10.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGHCURB TO 0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPTWHERE CONNECTING TO A SIDEWALK CHASE.11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONGPROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLERREQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSEDSTRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAILDETAILS FOR METAL RAILINGS.12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS INACCORDANCE WITH ADA STANDARDS.13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TOCONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TOCONSTRUCTION.14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EASTAND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE ANDIRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FORINCREASED CAPACITY FOR LARIMER WELD.EXISTING MINOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURS697069EXISTING MAJOR CONTOURS70legend1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF50'128'
25'
12
8
'
78'
14'ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
GRADING PLANC-0252584AUGUST 16, 2023105-001JRGJRGJRGKEY MAP - 1" = 1000'KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-026MATCH LINESEE SHEET C-024MATCH LINE
SEE SHEET C-028
031023024025026029028027032032030031
BLK10BLK10BLK11BLK121
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
1920212
2
2
33231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
4567838
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK1143444546476362616059BLK12BLK12MORNING STAR DRIVEFAIRWATER DRIVE
BRIGHTWATER DRIVEWALKING STICK WAYPLAY PARK LANETRAILS CROSSING LANEBRIGHTWATER DRIVETURNBERRY ROAD(TWO LANE ARTERIAL)STERNWHEELERDRIVE
TRAILS CROSSING LANEBUILDING A3 STORY12 UNITBUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNITBUILDING D3 STORY12 UNITBLK10BLK10BLK11BLK121
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
1920212
2
2
33231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
4567838
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK1143444546476362616059BLK12BLK12MORNING STAR DRIVEFAIRWATER DRIVE
BRIGHTWATER DRIVEWALKING STICK WAYPLAY PARK LANETRAILS CROSSING LANEBRIGHTWATER DRIVETURNBERRY ROAD(TWO LANE ARTERIAL)STERNWHEELERDRIVE
TRAILS CROSSING LANEBUILDING A3 STORY12 UNITBUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNITBUILDING D3 STORY12 UNIT 65.43
50
.43
52.89
51
.64
50
.10
49
.03
48
.08
47
.33
46
.92
46
.51
46
.14
45
.55
48
.07
48
.09
48
.79
49
.54
49
.93
50
.15
50
.60
51
.44
51
.65
52.01 53.66 54.58 50.83
50
.03
49
.52
49
.00
48
.61
48
.22
47
.81
47
.38
49
.28
49
.71
50
.12
50
.51
50
.90
51
.42
51
.93
52
.33
52.73 52.00
51
.34
51
.13
50
.54
50
.39
49
.58
49
.39
48
.57
48
.35
47
.50
46
.30
45
.27
44
.95
44
.63
44
.95
44
.32
44
.64
44
.00
44
.32
41
.84
41
.31
41
.00
40
.99
45
.20
45
.72
44
.32
44
.64
44
.95
46
.35
46
.04
45
.52
45
.83
46
.15
46
.67
45
.27
48
.07
47
.12
45
.29
47
.23
48
.94
52.91 54.90 54.61 54.41 54.18 51
.53
51
.90
52
.37
51
.40
51
.15
50
.95
50
.72
50
.41 53.15 53.38 53.57 53.76 53.99 50
.13 52.87 52.63 52.45 52.21 49
.43
49
.68
49
.90
49
.81
48
.72
50
.55
51
.36
52
.30
53.98 51.79 52.03 51.61 51.42 51.25 48
.90
48
.97
49
.11
49
.19
49
.29
51
.96
52
.19
52
.38
52
.57
52
.80
52
.99
53
.22
53
.41
53
.64
53
.92
54
.16
54
.34
54
.53
54
.76
54
.95
55
.18
55
.37
55.61 56.78
56
.68
56
.60
56
.49
56
.41
56
.30
56
.22
56
.13
55
.99
55
.82
55
.68
55
.56
55
.42
55
.30
55
.16
55
.04
54
.93
54
.69
54
.81
54
.30
51
.99
54
.24
54
.16
54
.05
53
.84
53
.90
53
.72
53
.61
53
.51
53
.37
53
.38
53
.24
50
.49
51
.07
51
.17
54
.24
54
.05
54
.05
54
.33
51
.30
54
.82
51
.79
51
.62
51
.48
50
.82
50
.97
50
.68
50
.04
48
.70
48
.00
48
.17
48
.31
48
.90
48
.82
49
.06
48
.55
48
.85
49
.28
50
.68
50
.50
50
.35
50
.22
49
.48
49
.31
49
.17
48
.99
49
.42
49
.60
49
.74
49
.91
51
.31
51
.14
51
.00
50
.82
55
.26
55
.36
55
.46
55
.59
55
.69
55
.81
55
.91
56
.04
56
.24
56
.48
56
.66
56
.85
57
.08
57
.27
57
.50
57
.69
57.70 55.71 57.15 57.12 57.31 58.04 58.19 58.85 60.40 61.33 64.98 64.74 64.25 64.25 63.00 61.24 60.00 57.31 63.39 63.42
58
.18
57
.84
57
.51
57
.17
56
.84
56
.50
56
.17
55
.83
58.47
54
.23
55
.38 54.56 54.70 54.71 54.86 54.98 54
.17
54
.37
54
.50
54
.70 55.14 56
.11
56
.31
56
.90
57
.02
57
.48
57
.61
58
.19
58
.38
58
.83
58
.96
59.54 58.47 58.34
57
.76
57
.63
57
.18
56
.99
56
.70
56
.83
56
.57
56
.41
56
.28
56
.12
55
.99
55
.82
55
.70
55
.53
55
.40
55
.28
55
.11
55
.25
57
.34
57
.47
57
.92
58
.05
58
.18
58
.30
58
.16
58
.03
57
.86
57
.73
57
.56
57
.43
57
.26
57
.06
56
.89
56
.76
56
.62
56
.45
56
.32
56
.15
56
.02
55
.85
55
.72
55
.58
55
.46
55
.32 55.18 56.78 58.94 57.94
57
.78
57
.65
57
.52
57
.36
57
.23
57
.07
56
.94
56
.78
56
.59
56
.43
56
.30
56
.17
56
.01
55
.88
55
.72
55
.59
55
.42
56
.42
56
.88
57
.01
57
.59
57
.78
58
.23
59.03
58
.36
56
.59
56
.68
56
.51
56
.40
56
.32
56
.21
56
.13
55
.99
55
.82
55
.67
55
.56
55
.44
55
.30
55
.19
55
.04
54
.93
54
.78
54
.37
54
.23
54
.11
54
.00
53
.86
53
.31
54
.37
54
.54
54
.67
54
.80
54
.97
55
.96
55
.36
55
.05
53
.14
53
.38
54
.05
54
.18
54
.00
53
.81
53
.62
55
.72
55
.59
54
.60
55
.93
57
.18
45
.62
45
.05
43
.14
42
.94TEMPORARY GRADING &ACCESS EASEMENTREC. NO. 200030106735 &REC. NO. 20003013854230' SLOPE EASEMENTREC. NO. 99045031 &REC. NO. 99045032EX PROPERTYBOUNDARYPROP LIMITS OFDEVELOPMENTEX ROWPROP ROWPROP BAKER LATERALIRRIGATION EASEMENTPROP LIMITS OFDEVELOPMENTEX PROPERTYBOUNDARYPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP BEGIN BAKERLATERAL IRRG PIPEEXTENSION: TIE-IN TOEX BAKER LATERALIRRG MHPROP TYPE RINLETSPROP TYPE RINLETSBBBBBBBBBBBBBBBAAAA2342'1111189946'46'46'46'44'44'1010101011121112111212 62.94PROP EDGEOF NEWASPHALT/SAWCUT LINEEX EDGE OFASPHALTPROP EDGEOF NEWASPHALT/SAWCUT LINEEX EDGE OFASPHALTPROP LIMITS OFDEVELOPMENTEX PROPERTYBOUNDARY5758
5560655354565758596162636455565758555454 565
0
4
6
4
7
4
8
4
9
5
1
5
2
5
3
54
605859 61 62 63 64
55
5456575859555456575855 60 655657585961626364
55525354565750484951525354
504849515253
4546454344554166 67 686564636360555353
54545352KEY NOTE LEGEND . PROPOSED DRAINAGE SWALEPROPOSED CURB CUT (WIDTH NOTED ON PLAN)PROPOSED CONCRETE CHASE CHASE (WIDTHNOTED ON PLAN)PROPOSED METAL SIDEWALK CULVERT (WIDTHNOTED ON PLAN)PROPOSED 2' WIDE CONCRETE TRICKLE PANPROPOSED MSE RETAINING WALLPROPOSED NATURAL BOULDERPROPOSED RIPRAP (SIZED IN FINAL DESIGN)PROPOSED STORM SEWER (SIZED IN FINALDESIGN)PROPOSED ASPHALT OR CONCRETE PATCHPROPOSED CURB AND GUTTER MATCH EXISTINGCURB AND GUTTERPROPOSED SIDEWALK MATCH EXISTINGSIDEWALK123456789101112NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, ANDBASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORKDATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARKINFORMATION.2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES ANDMASTER LEGEND.3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES ANDLOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEETC-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVINGRECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPEMINIMUM, UNLESS SHOWN OTHERWISE.7.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASESWILL UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES INSTREETS WILL VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALLPUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINALDESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FORPROTECTION FROM THE 100-YR STORM.10.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGHCURB TO 0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPTWHERE CONNECTING TO A SIDEWALK CHASE.11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONGPROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLERREQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSEDSTRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAILDETAILS FOR METAL RAILINGS.12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS INACCORDANCE WITH ADA STANDARDS.13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TOCONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TOCONSTRUCTION.14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EASTAND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE ANDIRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FORINCREASED CAPACITY FOR LARIMER WELD.EXISTING MINOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURS697069EXISTING MAJOR CONTOURS70legend1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNIT
DPDPDP DPDP DP50'128'
25'
12
8
'
78'
14'ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
GRADING PLANC-0262684AUGUST 16, 2023105-001JRGJRGJRGKEY MAP - 1" = 1000'KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-025MATCH LINE
SEE SHEET C-029
031023024025026029028027032032030031
BLK119202122 2324252627282930317 891011121314WANDER TRAILNATURE PARK WAY 45
.32
50
.27
59.10 56.18 64.30 63.17 62.46 63.36 63.22 62.87 62.76 60.80 60.97 62.74 62.23 58.43 58.51 57.91 56.51 57.15 59.35 60.94 61.54 60.31 62.14 61.27 56.50 57.66 57.67 58.05 56.84 58.11 59.07 60.02 55.69 54.51 53.71 53.93 54.98 60.21 58.61 63.06 63.45 63.14 62.75 63.12 63.30 60.90 60.73 59.77 60.17 60.17 61.04 61.12 53.58 52.67 45.64 45.59 50.75 58.25 58.25 57.86 58.82 59.21 59.21 51.71 56.90 57.29 57.29 49.79 46.00 56.33 56.33 55.91 54.83 55.25 55.37 47.85 44.05 54.39 54.63 54.66 47.27 54.22 53.99 45.38 50.23 52.19 42.00 42.00 42.00 50.00 50.50 50.00 51.00 51.00 59.00 59.50 59.50 59.00 49.00 50.00 49.00 50.00 50.00 49.00 50.00 50.00 49.00 49.00EX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROP DITCH EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP CONC DROP STRUCTUREPROP AREAINLETPROP CONCFOREBAY W/RIPRAPPROP POND OUTLETSTRUCTUREPROP RCP STORMSEWER OUTLET TONO. 8 DTICHPROP TYPE RINLETSPOND 300RAIN GARDENAAAAAWWWWWWWWWWWBAAANO. 8 DITCHNO. 8 DITCHPROP DRAINAGE EASEMENTPROP 4" PERF.PVC UNDERDRAINW/ C.O.'SPROP 4" SOLIDPVC UNDERDRAINW/ C.O.'S19999PROP DETENTIONPOND DEPTH GAUGEEX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROP TEMPORARYCONSTRUCTION EASEMENTPROP LIMITS OF DEVELOPMENT 63.34 63.18 62.48 61.63 54.23 51.91 51.12 51.36 51.87 52.00 51.71 63.74 63.74 63.58 63.58 62.86 62.67 62.01 61.8514'
78'
128'
50'6355 60545456575859 61 62 6061626355545657
404550
503941424344464
6
4
7
47
48
49
49
505050 55 60
46
4748 49 494951 52 53545657585961
4545455055606541424242434343444444464646474747484848494949515253545657585961626364666750
48 4553585550504550 5349
48474645505045424245505252595951
5051555960676040
KEY NOTE LEGEND . PROPOSED DRAINAGE SWALEPROPOSED CURB CUT (WIDTH NOTED ON PLAN)PROPOSED CONCRETE CHASE CHASE (WIDTHNOTED ON PLAN)PROPOSED METAL SIDEWALK CULVERT (WIDTHNOTED ON PLAN)PROPOSED 2' WIDE CONCRETE TRICKLE PANPROPOSED MSE RETAINING WALLPROPOSED NATURAL BOULDERPROPOSED RIPRAP (SIZED IN FINAL DESIGN)PROPOSED STORM SEWER (SIZED IN FINALDESIGN)PROPOSED ASPHALT OR CONCRETE PATCHPROPOSED CURB AND GUTTER MATCH EXISTINGCURB AND GUTTERPROPOSED SIDEWALK MATCH EXISTINGSIDEWALK123456789101112NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, ANDBASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORKDATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARKINFORMATION.2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES ANDMASTER LEGEND.3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES ANDLOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEETC-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVINGRECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPEMINIMUM, UNLESS SHOWN OTHERWISE.7.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASESWILL UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES INSTREETS WILL VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALLPUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINALDESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FORPROTECTION FROM THE 100-YR STORM.10.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGHCURB TO 0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPTWHERE CONNECTING TO A SIDEWALK CHASE.11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONGPROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLERREQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSEDSTRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAILDETAILS FOR METAL RAILINGS.12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS INACCORDANCE WITH ADA STANDARDS.13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TOCONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TOCONSTRUCTION.14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EASTAND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE ANDIRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FORINCREASED CAPACITY FOR LARIMER WELD.EXISTING MINOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURS697069EXISTING MAJOR CONTOURS70legend1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNIT
DPDPDP DPDP DP50'128'
25'
12
8
'
78'
14'
14'
78'
128'
50'ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
GRADING PLANC-0272784AUGUST 16, 2023105-001JRGJRGJRGKEY MAP - 1" = 1000'KEY MAP - 1" = 1000'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.MATCH LINESEE SHEET C-028MATCH LINESEE SHEET C-024
031023024025026029028027032032030031
32 3534332223 BLK1WANDER TRAILMFBUILDING 1MFBUILDING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILDING 6MFBUILDING 7MFBUILDING 14MFBUILDING 10MFBUILDING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREET 53.81 53.89 54.66 41.39 47.27 48.06 46.96 54.36 54.22 53.99 51.25 51.99 53.19 54.39 56.09 54.90 54.19 53.52 54.50 55.69 48.47 52.02 54.30 41.15 42.00 44.96 44.61 44.36 43.91 43.55 43.60 44.00 44.28 41.16 41.12 43.79 43.81 53.04 53.88 53.01
43.74 53.84 53.89 53.86 55.38 53.80 53.71 53.60 53.49 41.00 42.00 42.00 41.00 41.00 42.00 41.00 4
2
.
0
0
41.00 42.00 4
2
.
0
0 41.00 41.00
4
2
.
0
0 42.00 41.00 42.00 41.00 42.0025' DITCH & DITCHACCESS EASEMENTREC NO. 20003015784825' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACTED BYCURRENT PLAT)PROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYPROP DRAINAGE EASEMENTPROP DRAINAGEEASEMENTPROP TYPE RINLETSPROP CONCFOREBAY W/ RIPRAPRAIN GARDENPOND 200RAIN GARDENBBWWPROP 4" PERF.PVC UNDERDRAINW/ C.O'S8789999EX PROPERTY BOUNDARYEX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROP AREA INLET 44.01FINAL DESIGN WILL PROVIDE ADDITIONAL DETAILS FOROUTFALL FROM THIS LOCATION AND OUT TO RAINGARDEN, INCLUDING FOREBAY AT RAIN GARDENPROP 4" SOLIDPVC UNDERDRAINW/ C.O'S535355 54
3
85251504948474645444342414142424140
394053424142384043403937414541424241504553KEY NOTE LEGEND . PROPOSED DRAINAGE SWALEPROPOSED CURB CUT (WIDTH NOTED ON PLAN)PROPOSED CONCRETE CHASE CHASE (WIDTHNOTED ON PLAN)PROPOSED METAL SIDEWALK CULVERT (WIDTHNOTED ON PLAN)PROPOSED 2' WIDE CONCRETE TRICKLE PANPROPOSED MSE RETAINING WALLPROPOSED NATURAL BOULDERPROPOSED RIPRAP (SIZED IN FINAL DESIGN)PROPOSED STORM SEWER (SIZED IN FINALDESIGN)PROPOSED ASPHALT OR CONCRETE PATCHPROPOSED CURB AND GUTTER MATCH EXISTINGCURB AND GUTTERPROPOSED SIDEWALK MATCH EXISTINGSIDEWALK123456789101112NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, ANDBASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORKDATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARKINFORMATION.2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES ANDMASTER LEGEND.3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES ANDLOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEETC-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVINGRECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPEMINIMUM, UNLESS SHOWN OTHERWISE.7.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASESWILL UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES INSTREETS WILL VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALLPUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINALDESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FORPROTECTION FROM THE 100-YR STORM.10.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGHCURB TO 0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPTWHERE CONNECTING TO A SIDEWALK CHASE.11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONGPROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLERREQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSEDSTRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAILDETAILS FOR METAL RAILINGS.12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS INACCORDANCE WITH ADA STANDARDS.13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TOCONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TOCONSTRUCTION.14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EASTAND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE ANDIRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FORINCREASED CAPACITY FOR LARIMER WELD.EXISTING MINOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURS697069EXISTING MAJOR CONTOURS70legendSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNIT50'128'
25'
12
8
'
78'
14'ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
GRADING PLANC-0282884AUGUST 16, 2023105-001JRGJRGJRGKEY MAP - 1" = 1000'KEY MAP - 1" = 1000'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.MATCH LINESEE SHEET C-029MATCH LINESEE SHEET C-025
MATCH LINESEE SHEET C-027031023024025026029028027032032030031
BLK12BLK14123456789BLK1512345678BLK16BLK234567891011121314151617522232425262728293130891011121314151617181920212223242526273029283134333235
BLK1447484950515253545559585756BLK12BLK1296.0'BRIGHTWATER DRIVEWE
L
L
N
E
S
S
RO
A
D
HIGH MEADOW ROADHIGH MEADOW ROADS
T
A
R
D
U
S
T
W
A
Y
TRAILWAY R
O
A
DPLAY PARK LANETRAILS CROSSING LANET
R
A
I
L
S
C
RO
S
S
I
NG
L
A
N
E
MFBUILDING 8MFBUILDING 14MFBUILDING 9 42.95 46.49 44.00 44.32 43.69 43.37 43.06 42.76 43.05 43.38 43.69 44.01 40.99 41.70 41.97 42.83 43.02
42
.80
42
.93
43
.80
44.61 44.29 45.52 43.68 43.35 42.49 42.80 43.06 44.44 43.92 44.26 44.78 43.38 43.69 45.09 44.57 44.89 45.20 45.72 45.41 44.01 44.32
47
.32
48
.32
46
.73
48
.31
49
.53
48
.53
49
.74
50
.77
49
.89
51
.47
52
.03
50
.95
53
.29
53
.29
52
.59
51
.52
52
.74
50
.31
51
.48
50
.21
49
.10
45
.93
48
.00
54
.16
52
.26
51
.23
50
.21
49.26 47.37 46.73 47.14 45.49 43.79 44.43 46.01 47.21 44.61 43.03 42.58 42.28 44.36 46.29 46.78 46.24 47.69 47.42 48.07 47.83 48.22 47.81 48.80 49.47 49.92 50.27 50.63 51.07 51.43
51
.88
52
.23
52
.65
53
.23
53.76 54.09 53.61 53.37 53.38 53.24 53.14 53.01 53.53 54.10 49.72 50.16 50.24 50.49 54.05 54.05 50.04 49.90 50.09 52.68 52.83 52.72 52.62 52.48 52.48 52.37 52.00 51.97 51.99 50.43 50.71 51.08 51.57 51.95 52.87 52.66 53.00 53.27 53.75 53.48 53.14 52.51 52.22 51.15 51.49 51.76 52.04 52.39
52
.85
52.40 52.04 51.59 51.23 50.83 50.59 50.34 50.04 49.58 49.28 49.04 48.79 48.50 48.39 48.71 48.96 49.16 49.43 50.09 50.36 50.64 50.98 49.76 49.25 47.87 47.58 47.83 47.93 48.02 48.09 48.44 48.26 48.14 48.06 49.43 49.56 49.71 49.88 50.04 48.70 48.00 51.12 50.83
43
.93
44
.49
44
.56
44
.96
52
.13
52
.50
53.81 53.04 53.04 55.38 54.46 52.72 52.89 53.01 53.14 52.44 53.38 54.05 53.56 53.81 53.62 53.38 53.30 53.09 52.92 52.75 52.54 53.44 54.29 54.39 53.60 53.49 53.45 53.32 53.21 53.12 53.07 52.34 51.97 52.30 52.98 55.20 52.34 52.10 55.06 55.03 53.92 53.70 49.11 48.43
53
.67
46
.71
45.64 43.05
42
.99
43.00
43
.57
44
.74
43
.96
45
.14
46
.41
46
.87
43
.52
43
.66
43
.96
45
.51
47
.09
48
.53
50
.24
51
.82
53
.28
53
.84
54
.54
54
.09
53
.94
52
.82
53
.22
52
.82
52
.42
51
.15
51
.55
51
.95
51
.55
50
.57
50
.17
49
.88
50
.28
49
.01
48
.61
49
.01
49
.41
48
.14
47
.74
47
.34
47
.74
46
.36
45
.96
46
.47
46
.01
45
.61
46
.01
42
.84
43
.18
44
.72
42
.98
46
.13
47
.55
48
.96
50
.37
51
.62
52
.56
54
.13
44
.17
47
.60
47
.70
47
.23
45
.21
47
.06
46
.65
48
.90
48
.98
46
.25
47
.26
48
.73
46
.38
51
.35
51
.75
51
.75
51
.42
45
.03
52
.53
52
.53
52
.13
53
.05
53
.45
53
.45
45
.95
45
.12
44
.91
45
.42
45
.95
45
.87
45
.24
45
.61
45
.64
53
.91
54
.31
54
.31
46
.81
54
.16
54
.56
54
.56
47
.06
53
.83
53
.78
54
.23
54
.23
46
.73
53
.53
53
.17
53
.57
53
.57
53
.93
53
.93
46
.43
46
.07
43
.98
44
.04
44
.70
44
.81
44
.95
44
.59
43
.88
43
.81
45
.71
53
.21
53
.21
52
.81
52
.47
52
.86
52
.81
45
.37
43
.96
52
.15
52
.15
52
.57
52
.58
45
.11
43
.80
42
.02
42
.02
42
.00
41
.00
42.72 42.9525' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACTED WITHCURRENT PLAT)EX PROPERTY BOUNDARYPROP 6' CONCCROSSPANPROP TYPE RINLETSPROP TYPE RINLETPROP AREAINLETPROP TYPE RINLETSPROP TYPE RINLETSPOND 200BBBBBBBBBBBBBBBBWWWWWWWWAAAAAAAAAAAAAAAAAAAAAAAAPROP LIMITS OFDEVELOPMENTPROP 4" SOLIDPVC UNDERDRAINW/ C.O.'S189999944'44'44'9991010PROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPAN111212EX PROPERTYBOUNDARYEX PROPERTY BOUNDARY51
52 525253 5353535352524550
44
46 47 48 495152455043444647484951525345
50
43
44
46
47
48
49
51 53545345504446474849515253 5445434442
5046474849515245
50
44
46
47
48
49
51
52535450464748495152534550434446474849515253504748495147383
74243 42424140515353
545447454443465053504355545354
54KEY NOTE LEGEND . PROPOSED DRAINAGE SWALEPROPOSED CURB CUT (WIDTH NOTED ON PLAN)PROPOSED CONCRETE CHASE CHASE (WIDTHNOTED ON PLAN)PROPOSED METAL SIDEWALK CULVERT (WIDTHNOTED ON PLAN)PROPOSED 2' WIDE CONCRETE TRICKLE PANPROPOSED MSE RETAINING WALLPROPOSED NATURAL BOULDERPROPOSED RIPRAP (SIZED IN FINAL DESIGN)PROPOSED STORM SEWER (SIZED IN FINALDESIGN)PROPOSED ASPHALT OR CONCRETE PATCHPROPOSED CURB AND GUTTER MATCH EXISTINGCURB AND GUTTERPROPOSED SIDEWALK MATCH EXISTINGSIDEWALK123456789101112NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, ANDBASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORKDATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARKINFORMATION.2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES ANDMASTER LEGEND.3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES ANDLOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEETC-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVINGRECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPEMINIMUM, UNLESS SHOWN OTHERWISE.7.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASESWILL UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES INSTREETS WILL VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALLPUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINALDESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FORPROTECTION FROM THE 100-YR STORM.10.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGHCURB TO 0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPTWHERE CONNECTING TO A SIDEWALK CHASE.11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONGPROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLERREQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSEDSTRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAILDETAILS FOR METAL RAILINGS.12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS INACCORDANCE WITH ADA STANDARDS.13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TOCONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TOCONSTRUCTION.14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EASTAND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE ANDIRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FORINCREASED CAPACITY FOR LARIMER WELD.EXISTING MINOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURS697069EXISTING MAJOR CONTOURS70legend1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSSSSSSS S
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF50'128'
25'
12
8
'
78'
14'ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
GRADING PLANC-0292984AUGUST 16, 2023105-001JRGJRGJRGKEY MAP - 1" = 1000'KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-030MATCH LINESEE SHEET C-026
MATCH LINESEE SHEET C-028MATCH LINE
SEE SHEET C-032
031023024025026029028027032032030031
1511621531441351261171089BLK17BLK19BLK18BLK21123456 78910111212345678910123467891110121314512181920212212345789101112131415BLK20CLARION LANE CLIPPER WAYGREENSPACE WAYFORUM ROAD
WELLNESS ROADBAR HARBOR DRIVE
35
.00
29.62 43.00 41.95 41.50 41.25 42.65 41.41 41.00 41.72 43.04 42.84 42.98 41.75 40.53 42.40 41.11 40.79 40.48 36.92 37.28 37.64 37.96 39.33 41.51 41.19 40.88 41.86 40.55 37.74 36.61 40.29 40.95
41
.76
42
.14
42
.52
43
.12
46
.83
45
.93
45
.04
48
.28
48
.11
47
.00
46
.30
45
.53
46
.83
45
.43
44
.40
42
.44
43
.80
43
.42
40
.92
42
.68
42
.28
41
.89
42
.29
40
.05
39
.19
41
.91
41
.51
41
.13
41
.53
38
.33
37
.46
41
.15
40
.75
40.78 36
.68
37.74 37.96 37.44 37.12 36.57 35.35 35.75 34.32 35.32 34.10 32.73 33.11 32.71 33.92 31.91 32.31 31.51 30.30 30.16 31.11 31.65 27.89 29.03 29.62 30.24 29.08 28.33 30.18 30.93 31.98 33.35 34.79 36.21 37.52 34.35 32.94 31.51 30.13 27.98 30.20 33.20
30
.89
31
.56
31.16 30.47 29
.49
29
.37
34
.10
35
.90
32
.32
31.92 32.73
33
.13
37
.70
39
.50
34
.34
33.94
35
.75
35.35 36
.65
38
.14
39
.08
38
.87
37
.45
34
.39
30
.25
30.35
30
.78
33
.72
36
.30
35
.90
34
.85
34
.45
32
.41
37
.40
37
.80
35
.45
36
.97
39
.30
38
.90
40
.40
38
.53
40
.80
42
.09
41
.05
41
.69
39
.56
34
.85
36
.37
35
.97
34
.45
33
.93
35
.56
36
.14
37
.41
37
.87
37
.47
38
.97
39
.37
38
.85
40
.28
40
.87
40
.47
42
.10
41
.70
42
.28
42
.26
43
.47
36
.34
37
.37
38
.40
40
.53
39
.18
37
.48
37
.65
40
.53
42
.38
42
.45
40
.15
40
.91
41
.68
43
.65
44
.54
45
.47
46
.31
46
.02
46
.71
45
.87
44
.96
44
.16
40
.82
42
.13
43
.49
45
.36
29
.00
30
.50
30
.90
31
.85
31
.45
32
.47
32
.87
33
.90
33
.50
34
.53
34
.93
35
.71
35
.31
36
.34
36
.74
37
.37
37
.77
38
.40
38
.80
37
.00
35
.97
34
.94
33
.91
33
.13
33
.41
34
.88
32
.10
31
.07
30
.05
26
.81
26
.20
25
.13
25
.52
26
.43
27
.42
28
.41
29
.40
30
.16
29
.74
31
.99
30
.97
29
.94
28
.74
32
.77
33
.80
34
.83
35
.85
33
.14
32
.15
31
.15
46
.06
46
.46
46
.83
46
.83
46
.43
47
.13
47
.53PROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTEX PROPERTYBOUNDARYPROP LIMITS OFDEVELOPMENTPROP TYPE RINLETSPROP AREAINLETPROP TYPE RINLETSPROP AREAINLETAAAAAAAAAAAAAAAAAAAABBBBBBBBBBBBBBBBBAAAAABBBBBBBBBBBAAABBBBBBBBAAAAAAAAEX POND 10011111166687879999910PROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPANPROP 6' CONCCROSSPAN11121211646473030353540292
9
3131323233333434363637373838394142 43
4045363637
37383941424344463
5
4
0
333
4
3
6
3
7
3
8
3
9
4
12526272829 4037383941424330 352627282931323334 36 37454142434446474045373839414243444647483035403132333436373839
3540323334363738394135404536373839414243444640363738394142434430353132333436373839303526
272829313233343625242125323
1
31KEY NOTE LEGEND . PROPOSED DRAINAGE SWALEPROPOSED CURB CUT (WIDTH NOTED ON PLAN)PROPOSED CONCRETE CHASE CHASE (WIDTHNOTED ON PLAN)PROPOSED METAL SIDEWALK CULVERT (WIDTHNOTED ON PLAN)PROPOSED 2' WIDE CONCRETE TRICKLE PANPROPOSED MSE RETAINING WALLPROPOSED NATURAL BOULDERPROPOSED RIPRAP (SIZED IN FINAL DESIGN)PROPOSED STORM SEWER (SIZED IN FINALDESIGN)PROPOSED ASPHALT OR CONCRETE PATCHPROPOSED CURB AND GUTTER MATCH EXISTINGCURB AND GUTTERPROPOSED SIDEWALK MATCH EXISTINGSIDEWALK123456789101112NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, ANDBASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORKDATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARKINFORMATION.2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES ANDMASTER LEGEND.3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES ANDLOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEETC-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVINGRECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPEMINIMUM, UNLESS SHOWN OTHERWISE.7.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASESWILL UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES INSTREETS WILL VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALLPUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINALDESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FORPROTECTION FROM THE 100-YR STORM.10.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGHCURB TO 0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPTWHERE CONNECTING TO A SIDEWALK CHASE.11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONGPROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLERREQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSEDSTRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAILDETAILS FOR METAL RAILINGS.12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS INACCORDANCE WITH ADA STANDARDS.13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TOCONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TOCONSTRUCTION.14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EASTAND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE ANDIRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FORINCREASED CAPACITY FOR LARIMER WELD.EXISTING MINOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURS697069EXISTING MAJOR CONTOURS70legend1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF50'128'
25'
12
8
'
78'
14'ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
GRADING PLANC-0303084AUGUST 16, 2023105-001JRGJRGJRGKEY MAP - 1" = 1000'KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-031MATCH LINESEE SHEET C-029MATCH LINE
SEE SHEET C-032 MATCH LINESEE SHEET C-029031023024025026029028027032032030031
15''SAN15''SAN15''SAN15''SAN15''SAN15''SAN15''SAN15''SAN15''SAN15''SANPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP TYPE RINLETSEX POND OUTLETSTRUCTUREBBBBBBBBEX POND 10010PROP 6' CONCCROSSPAN121111313233343536373839BLK15FIELD VIEW ROADRICHARDS LAKE ROAD(TWO LANE ARTERIAL)2530242627282931323325302627282931323325
252425 25
.13
25
.52
26
.43
27
.42
28
.41
29
.40
30
.16
29
.74
33
.14
32
.15
31
.15
25
.65
25
.52
25
.91
26
.83
26
.43
27
.42
27
.82
28
.81
28
.41
29
.40
29
.80
30
.80
30
.40
31
.39
31
.79
32
.38
32
.78
33
.28
26
.17
26
.43
26
.30
26
.16
25
.87
25
.63
25
.51
24
.93
24
.57
24
.28KEY NOTE LEGEND . PROPOSED DRAINAGE SWALEPROPOSED CURB CUT (WIDTH NOTED ON PLAN)PROPOSED CONCRETE CHASE CHASE (WIDTHNOTED ON PLAN)PROPOSED METAL SIDEWALK CULVERT (WIDTHNOTED ON PLAN)PROPOSED 2' WIDE CONCRETE TRICKLE PANPROPOSED MSE RETAINING WALLPROPOSED NATURAL BOULDERPROPOSED RIPRAP (SIZED IN FINAL DESIGN)PROPOSED STORM SEWER (SIZED IN FINALDESIGN)PROPOSED ASPHALT OR CONCRETE PATCHPROPOSED CURB AND GUTTER MATCH EXISTINGCURB AND GUTTERPROPOSED SIDEWALK MATCH EXISTINGSIDEWALK123456789101112NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, ANDBASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORKDATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARKINFORMATION.2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES ANDMASTER LEGEND.3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES ANDLOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEETC-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVINGRECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPEMINIMUM, UNLESS SHOWN OTHERWISE.7.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASESWILL UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES INSTREETS WILL VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALLPUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINALDESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FORPROTECTION FROM THE 100-YR STORM.10.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGHCURB TO 0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPTWHERE CONNECTING TO A SIDEWALK CHASE.11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONGPROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLERREQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSEDSTRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAILDETAILS FOR METAL RAILINGS.12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS INACCORDANCE WITH ADA STANDARDS.13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TOCONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TOCONSTRUCTION.14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EASTAND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE ANDIRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FORINCREASED CAPACITY FOR LARIMER WELD.EXISTING MINOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURS697069EXISTING MAJOR CONTOURS70legendSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF50'128'
25'
12
8
'
78'
14'1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNIT15''SAN15''SANEX PROPERTY BOUNDARYPROP CONC WINGWALL/RETAINING WALLPROP LIMITS OF DEVELOPMENTPROP TEMPORARYCONSTRUCTION EASEMENTBWWNO. 8
D
I
T
C
H1011 PROP CONC WINGWALL/RETAINING WALLEX NO. 8 DITCHPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHEX CROSSPAN SHOWN FOR REFERENCEONLY. SEE DEMOLITION PLAN FOR REMOVAL.293031333440414243
44
25
28
29
22
22
25 28282726252
9
35
.21
34
.04
33
.28
33
.98
26
.21
26
.17
26
.43
34
.29
30
.08
25
.95
34
.81
34
.44
34
.97 28.58 28
.75
27
.67
27
.99
35
.40
35
.33
34
.97
22
.19
28
.00
27
.20
27
.00
28
.16
28
.64
22
.16
22
.35
28
.17
28
.79
43
.81ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
GRADING PLANC-0313184AUGUST 16, 2023105-001JRGJRGJRGKEY MAP - 1" = 1000'KEY MAP - 1" = 1000'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.MATCH LINESEE SHEET C-030MATCH LINE
SEE SHEET C-031 (BELOW)MATCH LINESEE SHEET C-032MATCH LINE
SEE SHEET C-031 (ABOVE)031023024025026029028027032032030031
9101112131415BLK156HIGH MEADOW ROADDP 49.68 50.43 48.34 48.28 48.11 49.80 34.98 34.34 34.48 34.34 39.28 47.13 47.53 47.53 39.99 34.98 35.10 35.34 35.79 47.83 48.23 48.23 40.70 48.54 48.94 48.94 41.41 36.48 37.08 49.24 49.64 49.64 42.12 49.94 50.34 50.34 42.83 37.52 50.65 51.05 51.05 43.55 38.14 37.88 37.56 38.65 38.78 51.75 44.25 39.06 39.35 44.00EX PROPERTY BOUNDARYPROP DRAINAGE EASEMENTPROP DRAINAGEEASEMENTWWWWWWWA111504748495048493536 37383940
KEY NOTE LEGEND . PROPOSED DRAINAGE SWALEPROPOSED CURB CUT (WIDTH NOTED ON PLAN)PROPOSED CONCRETE CHASE CHASE (WIDTHNOTED ON PLAN)PROPOSED METAL SIDEWALK CULVERT (WIDTHNOTED ON PLAN)PROPOSED 2' WIDE CONCRETE TRICKLE PANPROPOSED MSE RETAINING WALLPROPOSED NATURAL BOULDERPROPOSED RIPRAP (SIZED IN FINAL DESIGN)PROPOSED STORM SEWER (SIZED IN FINALDESIGN)PROPOSED ASPHALT OR CONCRETE PATCHPROPOSED CURB AND GUTTER MATCH EXISTINGCURB AND GUTTERPROPOSED SIDEWALK MATCH EXISTINGSIDEWALK123456789101112NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, ANDBASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORKDATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARKINFORMATION.2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES ANDMASTER LEGEND.3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES ANDLOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEETC-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVINGRECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPEMINIMUM, UNLESS SHOWN OTHERWISE.7.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASESWILL UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES INSTREETS WILL VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALLPUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINALDESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FORPROTECTION FROM THE 100-YR STORM.10.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGHCURB TO 0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPTWHERE CONNECTING TO A SIDEWALK CHASE.11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONGPROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLERREQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSEDSTRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAILDETAILS FOR METAL RAILINGS.12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS INACCORDANCE WITH ADA STANDARDS.13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TOCONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TOCONSTRUCTION.14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EASTAND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE ANDIRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FORINCREASED CAPACITY FOR LARIMER WELD.EXISTING MINOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURS697069EXISTING MAJOR CONTOURS70legend1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF50'128'
25'
12
8
'
78'
14'50'
14'62'112'BLK15161718192021222324252627282989BLK15810HIGH MEADOW ROAD
39
.32
40
.07
41
.29
43
.69
43
.85
44
.25
43
.48
42
.71
41
.95
41
.55
43
.08
42
.31
45
.07
45
.36
44
.17
39
.72
39
.32
38
.77
37
.20
36
.77
35
.21
34
.04
35
.68
34
.81
28
.75
27
.99
28
.68
29
.67
30
.66
29
.34
31
.66
39
.16
39
.16
38
.76
38
.92
28
.67
29
.35
38
.16
38
.16
37
.17
37
.17
36
.18
36
.18
35
.40
35
.33
28
.83
28
.90
28
.98
29
.37
32
.47
39
.97
39
.97
39
.57
40
.33
40
.73
40
.73
33
.23
29
.41
29
.45
34
.00
41
.50
41
.50
41
.10
41
.87
42
.27
42
.27
34
.77
29
.50
29
.59
35
.54
43
.04
43
.04
42
.64
43
.41
43
.81
43
.81
36
.31
30
.41
34
.79
32
.36
44
.57
44
.57
44
.17
37
.07
44
.63
45
.01
44
.80
37
.43
34
.50 34.97 45.37 45.45 45.06 37.75 34.98 45.51 45.91 45.91 38.41 46.06 46.46 46.46 38.96 34.98 39.28 46.83 46
.83
22
.99
23
.00
29
.00
29
.49
38
.67
27
.00
27
.00
29
.00
34
.00
28
.00
34
.50
38
.23
28
.00
34
.00
34
.50NO. 8 DITCH25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED W/CURRENT PLAT)PROP CONC DROP STRUCTUREPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHEX PROPERTY BOUNDARYPROP TYPE RINLETSPROP CONC HEADWALLW/ ORIFICE CONTROLPROP RCP STORM SEWEROUTLET TO NO. 8 DITCHWWWWWWWWWWWWWWABANO. 8 DITCH1199PROP 6' CONCCROSSPANPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP TEMPORARYCONSTRUCTION EASEMENTPROP TEMPORARYCONSTRUCTION EASEMENTPROP TEMPORARYCONSTRUCTION EASEMENTPROP DITCH EASEMENTEX PROPERTY BOUNDARYEX PROPERTY BOUNDARY50'14'62'112'3
5 40
45
3
6
3
7
3
8
3
9 41 42 43
443943443936
25
25
30
30
35
35
40
40
23
23
24
24
26
26
27
27 28
28
29
29
31
31
32
32
33
33
34
34
36
36
37
37
38
3839
39
41 42
34
28
28
34
35
35
23
23
2930
29
30
40
35
ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
GRADING PLANC-0323284AUGUST 16, 2023105-001JRGJRGJRGKEY MAP - 1" = 1000'KEY MAP - 1" = 1000'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.MATCH LINESEE SHEET C-032 (LEFT)MATCH LINESEE SHEET C-030MATCH LINE
SEE SHEET C-030
MATCH LINESEE SHEET C-031MATCH LINESEE SHEET C-032 (RIGHT)031023024025026029028027032032030031MATCH LINESEE SHEET C-029
1MSE WALLSHEET 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
FO
R
CON
S
T
RU
C
T
IONproject no:date: SONDERS EAST
FORT COLLINS, COLORADO
GRADING PLAN DETAILSC-0333384AUGUST 16, 2023105-001JRGJRGJRGFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWFNOTES:1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000 FEET, AND ARE BASED ON THEBENCHMARKS DESCRIBED ON SHEET C-001.2.THE DRAINAGE BASINS OS-9, 24-32, 34-38, AND 40-49 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TOTHE EXISTING DETENTION POND 100. DRAINAGE BASINS OS-5, OS-6, OS-7, OS-8, OS-13, 7-23, 33, AND39 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO PROPOSED POND 200. DRAINAGE BASINS OS-2,OS-3, OS-4, OS-10, OS-11, 1-6 AND 50 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO PROPOSEDPOND 300. DRAINAGE BASIN OS-1 SHEET FLOWS INTO THE NO. 8 IRRIGATION DITCH. BASIN OS-12FLOWS UNDETAINED TO A HEADWALL AND PIPE AND THEN INTO THE NUMBER 8 DITCH.3.PLEASE REFER TO THE SWMM AND RATIONAL METHOD CALCULATIONS WITHIN THE DRAINAGEREPORT FOR BASIN FLOW CALCULATIONS, POND SIZING, AND STREET CAPACITY CALCULATIONS.4.12" OF CDOT CLASS 'A' BEDDING MATERIAL SHALL BE PLACED UNDER ALL RIPRAP SHOWN.5.RUNOFF FROM THE SITE WILL DRAIN TO LOW POINTS AND PASS THROUGH CURB CUTS, SIDEWALKCHASES, AND SWALES BEFORE ENTERING STORM INLETS AND PIPES, WHICH ULTIMATELYDISCHARGE TO THE EXISTING DETENTION POND 100 AND PROPOSED PONDS 200 AND 300.6. RIPRAP AND GRASS LINED DRAINAGE CHANNELS WILL ENHANCE EROSION CONTROL WITHIN THESITE LIMITS. SITE BMP'S WILL BE IMPLEMENTED DURING CONSTRUCTION TO REDUCE SEDIMENTTRANSPORT OFFSITE AS SHOWN IN THE EROSION CONTROL PLAN.7.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES OUTSIDE OF CITY RIGHT OF WAY WILL BEPRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST). ALL EXISTING ANDPROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED AND MAINTAINED BY THE CITY OFFORT COLLINS.60 6558 59 61626364666768696060655959 61616262636364666762 6365626364656162636462636061
626355
60
56
57
58
59
61
62
65 706263 64 6667686971656364666768606162 636061626365706466676869 6059 61 62 636561626364657066676869706667686965636466
606565616162626363646458626364404550
503941424344464
6
4
7
47
48
49
49
5
0
50
50
55
60
46
47
48
49
4
9
49
5
1
5
2
5
3
54
56
57
58
59
61
4045454550556065414242424343434444444646464747474848484949495152535456575859616263646667685555606065705454565657575858595961616161626263636466676869656570706464666667676868696971717172727350
48 457272 73717069696566676864707070707070
585763646465656663 7069605260555560526561675550504550
53
494847464549454261626261636370505045424245505252595951
50515559606741 4942494250556040 1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 5910111216151413 1234 8 7 6512 3 65413121415161718BLK1BLK1BLK119202122 23242526272829301 2 34 5 67 8910111216171819 2021BLK4871 243124 3BLK2BLK3STERNWHEELER DRIVE STERNWHEELER COURTFIELD POINT WAYSTERNWHEELERDRIVE MEADOW LARK ROADNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANETURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MOORLAND WAYPARKLAND WAYAMBLE LANEAMBLE LANE10.600.2542.640.60102.880.4772.46.5692.440.53112.460.5434.110.56OS-112.120.25OS-20.520.59OS-30.490.76OS-40.510.77OS-50.270.77OS-102.170.25500.730.34121.220.7124.760.4452.500.4462.460.5880.540.65OS-10.410.77POND 300EX PROPERTYBOUNDARYEX PROPERTY BOUNDARYEX COUNTRYCLUB RESERVESTORM OUTFALLPIPEFUTURE BAKER LATERAL EXTENSION (BY OTHERS)EX PROPERTYBOUNDARYPROP BAKERLATERAL IRRG PIPEEXTENSION150OS-32346109--OS-550S-11OS-10OS-1OS-2EX PROPERTYBOUNDARYEX PROPERTYBOUNDARYEX PROPERTYBOUNDARYEX PROPERTYBOUNDARYEX PROPERTY BOUNDARYPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP RAIN GARDENASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
OVERALL GRADING PLAN & DRAINAGE EXHIBIT (NORTH)C-0343484AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'036035034KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-035LEGENDEXISTING CONTOURSNEW INTERMEDIATE CONTOURS6465NEW INDEX CONTOURSPROPOSED FLOWLINEEX RIGHT-OF-WAY/ PROPERTY BOUNDARYPROPOSED DRAINAGE BASIN BOUNDARYLINEPROPOSED STORM PIPEEXISTING STORM PIPE & MANHOLERDPROPOSED ROOF DRAIN AND STORM PIPEPROPOSED DRAINAGE BASIN IDACRES / 'C' VALUEPROPOSED DRAINAGE DESIGN POINTDRAINAGE FLOW DIRECTIONDRAINAGE SWALE10.220.36FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.PROPOSED DRAINAGE BASIN SUMMARY TABLE:PROPOSED LID SUMMARY TABLE:VOLUMEPROVIDED100-YRDESCPONDWSEL.(AC-FT)(FT)VOLUMEREQUIRED(AC-FT)POND OUTFLOW(CFS)
50
55
47
48
49
51
52 525253 53535353
535354
56 57 58 596162636460585858596162 63556060565757585859596161556065
525253545657585961626364 555
4565758 55605
3
5456575859
55
55
5454
56
56
57
5855545456504647484951525354
45 5044
46
47 4
8
49515245504344464748495152534045
503738394142
43
44
46
47
48
49
51
45434446606155
54565
7 586065616263646667686960657059616263646667686955605657585961 626364556056575859616255605456575859615560
5456575859606558596162636466676869
55
535456575859555
354565758556065565758596162636455525354565750484951525354504849515253
45504
4
46474
8
4
9
51525354454
344 46454243445046474849515245
50
44
46
47
48
49
51
52535450464748495152534045503738394142434446474849515253504748495145504142434446474849404537383941424344464748454436
37
3
8 39525150494847464544434241414242414039383
742
3740394041424142423837534241423840434039374145554
341
4242414042424169686970707066676869 7065646363605553535454
5352515353
545447454443465053504553585764654355
54
53
5
4
5437383940
424038
40606162
96.0'MORNING STAR DRIVEFAIRWATER DRIVE STERNWHEELER DRIVE
BRIGHTWATER DRIVECLIPPER WAYWE
L
L
N
E
S
S
RO
A
D
HIGH MEADOW ROADHIGH MEADOW ROADS
T
A
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELERDRIVE
WANDER TRAILNATURE PARK WAYGREENSPACE ROAD AMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANEBRIGHTWATER DRIVEFAIRWATER DRIVESTERNWHEELER DRIVE TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MORNING STAR DRIVEAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTERNWHEELERDRIVE
TRAILS CROSSING LANET
R
A
I
L
S
C
RO
S
S
I
NG
L
AN
E AMBLE LANEPATHWAY ROADPRIVATE STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETDPDPDP D
P
DP DPEX PROPERTYBOUNDARYEX PROPERTY BOUNDARYEX PROPERTYBOUNDARYPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP BAKERLATERAL IRRG PIPEEXTENSION1112910713816171822A211420222326102.880.4772.46.56135.810.4592.440.53150.850.591911.740.52112.460.54162.380.56204.430.56214.170.56224.910.60312.700.54295.430.63241.200.71281.420.61262.540.52341.020.60360.770.63372.970.66382.760.49461.960.63172.670.60401.030.62412.310.61OS-1241.610.25OS-137.360.25OS-50.270.77OS-60.470.78OS-70.10.79OS-80.690.80OS-90.440.77121.220.71330.730.70320.570.79330.730.70320.570.79351.060.55143.530.5222A0.890.51180.750.6518A0.480.64232.010.56270.320.67301.040.72250.200.704.7080.540.6527302824293425333218APOND 200EX PROPERTYBOUNDARYEX PROPERTYBOUNDARYEX PROPERTYBOUNDARYEX PROPERTY BOUNDARYEX PROPERTY BOUNDARYEX PROPERTY BOUNDARYEX PROPERTYBOUNDARYPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP RAIN GARDEN1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNIT
DPDPDP DPDP DPNOTES:1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000 FEET, AND ARE BASED ON THEBENCHMARKS DESCRIBED ON SHEET C-001.2.THE DRAINAGE BASINS OS-9, 24-32, 34-38, AND 40-49 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TOTHE EXISTING DETENTION POND 100. DRAINAGE BASINS OS-5, OS-6, OS-7, OS-8, OS-13, 7-23, 33, AND39 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO PROPOSED POND 200. DRAINAGE BASINS OS-2,OS-3, OS-4, OS-10, OS-11, 1-6 AND 50 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO PROPOSEDPOND 300. DRAINAGE BASIN OS-1 SHEET FLOWS INTO THE NO. 8 IRRIGATION DITCH. BASIN OS-12FLOWS UNDETAINED TO A HEADWALL AND PIPE AND THEN INTO THE NUMBER 8 DITCH.3.PLEASE REFER TO THE SWMM AND RATIONAL METHOD CALCULATIONS WITHIN THE DRAINAGEREPORT FOR BASIN FLOW CALCULATIONS, POND SIZING, AND STREET CAPACITY CALCULATIONS.4.12" OF CDOT CLASS 'A' BEDDING MATERIAL SHALL BE PLACED UNDER ALL RIPRAP SHOWN.5.RUNOFF FROM THE SITE WILL DRAIN TO LOW POINTS AND PASS THROUGH CURB CUTS, SIDEWALKCHASES, AND SWALES BEFORE ENTERING STORM INLETS AND PIPES, WHICH ULTIMATELYDISCHARGE TO THE EXISTING DETENTION POND 100 AND PROPOSED PONDS 200 AND 300.6. RIPRAP AND GRASS LINED DRAINAGE CHANNELS WILL ENHANCE EROSION CONTROL WITHIN THESITE LIMITS. SITE BMP'S WILL BE IMPLEMENTED DURING CONSTRUCTION TO REDUCE SEDIMENTTRANSPORT OFFSITE AS SHOWN IN THE EROSION CONTROL PLAN.7.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES OUTSIDE OF CITY RIGHT OF WAY WILL BEPRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST). ALL EXISTING ANDPROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED AND MAINTAINED BY THE CITY OFFORT COLLINS.ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
OVERALL GRADING PLAN & DRAINAGE EXHIBIT (SOUTH)C-0353584AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'KEY MAP - 1" = 1000'LEGENDEXISTING CONTOURSNEW INTERMEDIATE CONTOURS6465NEW INDEX CONTOURSPROPOSED FLOWLINEEX RIGHT-OF-WAY/ PROPERTY BOUNDARYPROPOSED DRAINAGE BASIN BOUNDARYLINEPROPOSED STORM PIPEEXISTING STORM PIPE & MANHOLERDPROPOSED ROOF DRAIN AND STORM PIPEPROPOSED DRAINAGE BASIN IDACRES / 'C' VALUEPROPOSED DRAINAGE DESIGN POINTDRAINAGE FLOW DIRECTIONDRAINAGE SWALE10.220.36FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.MATCH LINESEE SHEET C-034MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
0
3
6
036035034PROPOSED LID SUMMARY TABLE:VOLUMEPROVIDED100-YRDESCPONDWSEL.(AC-FT)(FT)VOLUMEREQUIRED(AC-FT)POND OUTFLOW(CFS)
96.0'MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEPATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETDPDPDP DPDP DP25302426272829313233253035 40
45
5026272829
3132333436 37 38 39 41 42 43 44 4647
48
49 51 52 525253 5353535352524550444647484951524550434446474849515253303035
354045 502929313132323333343436
363737383839394142 43 44 46 47 48 49 5140
4536363737383941 4243444635 40333436373839 412525252426272829 53455044 464748 5152535443445046474849515245504446474849515253545046474849515253404550373839414243444647484951525330352627282931323334363750474849514550414243444647484940
453738394142434446474830354031323334363738393540323334363738394135
404536373839414243444640363738394142434430353132333436373839303526 272829313233343625
25
30
30
35
35
40
40
23
23
24
24
26
26
27
27 28
28
29
29
31
31
32
32
33
33
34
34
36
36
37
37
38
3839
39
41
41 42
4243
30
30
30
35
28
29
29
29
31
31
31
32
32
32 33
33
33
34
34
34 5251503938374237 403940414241424238375328
282524212543 424241404153535454474544 43465053504543323131 5554535454
353637383940
3434
28
28
34
35
35
2323
2930
29
30
40
35
44
25
28
29
22
22
25 28282726252
9
424038BLK14123456789BLK15 123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314152728291112131415161718192021222324252627302928313332BLK14495051525354555756BLK1296.0'BLK20CLARION LANE BRIGHTWATER DRIVECLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD WELLNESS ROAD HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY TRAILWAY ROADPLAY PARK LANEBAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TRAILS CROSSING LANETRAILS CROSSING LANE BUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10BUILDING 12MFBUILDING 13CONSERVATION TRAILPRIVATE STREET15''SAN15''SAN15''SAN15''SANEX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROP LIMITS OF DEVELOPMENTEX PROPERTYBOUNDARY(TO BE VACTED BYCURRENT PLAT)PROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYPROP 6' CONCCROSSPANINLETSPROP TYPE RINLETSPROP TYPE RINLETPROP RIPRAP312.700.54290.63341.020.60360.770.63372.970.66382.760.49461.960.63422.130.48444.490.54451.780.34481.570.64491.800.40401.030.62412.310.61474.640.46OS-137.360.25330.730.70320.570.79330.730.70320.570.79351.060.5522A0.890.5118A0.480.64430.520.60394.700.48353640374138484443454347484939EXISTING LIND FILING 1POND 100POND 200EX PROPERTYBOUNDARYEX PROPERTYBOUNDARYEX PROPERTY BOUNDARYEX PROPERTYBOUNDARYEX PROPERTY BOUNDARYEX PROPERTY BOUNDARYEX PROPERTY BOUNDARYOS-13NOTES:1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000 FEET, AND ARE BASED ON THEBENCHMARKS DESCRIBED ON SHEET C-001.2.THE DRAINAGE BASINS OS-9, 24-32, 34-38, AND 40-49 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TOTHE EXISTING DETENTION POND 100. DRAINAGE BASINS OS-5, OS-6, OS-7, OS-8, OS-13, 7-23, 33, AND39 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO PROPOSED POND 200. DRAINAGE BASINS OS-2,OS-3, OS-4, OS-10, OS-11, 1-6 AND 50 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO PROPOSEDPOND 300. DRAINAGE BASIN OS-1 SHEET FLOWS INTO THE NO. 8 IRRIGATION DITCH. BASIN OS-12FLOWS UNDETAINED TO A HEADWALL AND PIPE AND THEN INTO THE NUMBER 8 DITCH.3.PLEASE REFER TO THE SWMM AND RATIONAL METHOD CALCULATIONS WITHIN THE DRAINAGEREPORT FOR BASIN FLOW CALCULATIONS, POND SIZING, AND STREET CAPACITY CALCULATIONS.4.12" OF CDOT CLASS 'A' BEDDING MATERIAL SHALL BE PLACED UNDER ALL RIPRAP SHOWN.5.RUNOFF FROM THE SITE WILL DRAIN TO LOW POINTS AND PASS THROUGH CURB CUTS, SIDEWALKCHASES, AND SWALES BEFORE ENTERING STORM INLETS AND PIPES, WHICH ULTIMATELYDISCHARGE TO THE EXISTING DETENTION POND100 AND PROPOSED PONDS 200 AND 300.6. RIPRAP AND GRASS LINED DRAINAGE CHANNELS WILL ENHANCE EROSION CONTROL WITHIN THESITE LIMITS. SITE BMP'S WILL BE IMPLEMENTED DURING CONSTRUCTION TO REDUCE SEDIMENTTRANSPORT OFFSITE AS SHOWN IN THE EROSION CONTROL PLAN.7.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES OUTSIDE OF CITY RIGHT OF WAY WILL BEPRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST). ALL EXISTING ANDPROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED AND MAINTAINED BY THE CITY OFFORT COLLINS.ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
OVERALL GRADING PLAN & DRAINAGE EXHIBIT (SO. EAST)C-0363684AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-018LEGENDEXISTING CONTOURSNEW INTERMEDIATE CONTOURS6465NEW INDEX CONTOURSPROPOSED FLOWLINEEX RIGHT-OF-WAY/ PROPERTY BOUNDARYPROPOSED DRAINAGE BASIN BOUNDARYLINEPROPOSED STORM PIPEEXISTING STORM PIPE & MANHOLERDPROPOSED ROOF DRAIN AND STORM PIPEPROPOSED DRAINAGE BASIN IDACRES / 'C' VALUEPROPOSED DRAINAGE DESIGN POINTDRAINAGE FLOW DIRECTIONDRAINAGE SWALE10.220.36FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.MATCH LINESEE SHEET C-021
036035034PROPOSED LID SUMMARY TABLE:VOLUMEPROVIDED100-YRDESCPONDWSEL.(AC-FT)(FT)VOLUMEREQUIRED(AC-FT)POND OUTFLOW(CFS)
NO. 8 DITCH1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 891011BLK871 243124 3 5 61615BLK2BLK3BLK1STERNWHEELER DRIVE STERNWHEELER COURTPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELERDRIVE MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANETURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANEAMBLE LANEMFBUILDING 1MFBUILDING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 5PARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING F3 STORY12 UNITBUILDING G3 STORY12 UNITBUILDING H3 STORY12 UNIT25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848EEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE EE EG GGG GGGGGEE G
EEEEEEEEEEGGGGGGGGGGEEEE E
GGGGGG
E
EEEEG G
GGGGGEEEEEGGGGEEEGGGEEEEEEEEGGGGGGGGSW SWGGSWSW SWSWSWSWSWWSWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S SSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWDPWWWWWWWWWWWW WWWWWWWSWSWSWGGGGSSSEEE
EEWWWWW
W SSSSGSSWFFWWF SSSEND BORING OFPROP 16" PVCWATERLINE FORSONDERS EASTPORTION;EXTENSION TOCONTINUENORTH, BYOTHERS.PROP 16" PVCWATERLINE BORE25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP ROWMATCH LINE SEE SHEET C-038EX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROP ROWPROP DITCH EASEMENTPROP DITCH EASEMENTPROP TEMPORARY CONSTRUCTION EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP IRRIGATION EASEMENTPROP DRAINAGE EASEMENT50'128'
78'
14'
128'PROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP BAKER LATERAL IRRIGATION EASEMENT25'PROP BAKER LATERAL IRRIGATION EASEMENT25'PROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP CONC DROP STRUCTUREPROP CONC DROP STRUCTUREEX ROWEX ROWEX PROPERTY BOUNDARYPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP EDGE OFNEW ASPHALTMATCH EXISTINGPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTPROPERTY PINN 1474498.41E 3130156.98END PROP 18" PVCBAKER LATERALIRRIGATION PIPE ATMH; EXTENSION TONORTH BY OTHERS.PROP 24" RCP STORM SEWER EXTENSION FORCOUNTRY CLUB RESERVE OUTFALLNO. 8 DITCH11111111111111113333POC PROP 12"PVC WATERLINETO PROP 16" PVCWATERLINEPOC PROP 8" PVCWATERLINE TOPROP 16" PVCWATERLINE52222222223222222222244PROP 4" IRRGMETER VAULT44444446666666666PROP RCP IRRIGATION PIPE EXTENSION FORSERRAMONTE HIGHLANDS IRRIGATION TAILWATEROUTFALL TO NO. 8 DITCHPROP RCP IRRIGATIONPIPE EXTENSION FORSERRAMONTEHIGHLANDSIRRIGATIONTAILWATER OUTFALLTO NO. 8 DITCH7TYP9TYP7TYP9TYP7TYP9TYPEX PROPERTY BOUNDARYREMOVE & REPLACEASPHALT PER CITY OFFORT COLLINSCURRENT CODE. SEESTREET CUT NOTETHIS SHEET.REMOVE & REPLACEASPHALT PER CITY OFFORT COLLINSCURRENT CODE. SEESTREET CUT NOTETHIS SHEET.NO. 8 DITCH1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF50'
128
'
78'
14'
128'25'25'NO. 8 DITCH111111111111111111115111111511151111111111111115555521010233333323333332222225222222222222222222222222222222222222222222332222222224444444444242444244444444446666666666666666666666666666679797979797979797979NOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM LINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS NOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER TIGHT JOINTS, UNLESS NOTEDOTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED OTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTED OTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, OR FLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, OR HANDLEDON SITE, MUST HAVE A HAZARDOUS MATERIALS IMPACT ANALYSIS, (HMIA) COMPLETED ANDSUPPLIED TO THE PLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES, PRIOR TOCONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER W/ MANHOLEPROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS C-040TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS C-040TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEGASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
OVERALL UTILITY PLAN (NORTH)C-0373784AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'039038037KEY MAP - 1" = 1000'MATCH LINESEE SHEET C-038Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.UTILITY PLAN REVIEWBoxelder Sanitation District
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWFNOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM LINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS NOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER TIGHT JOINTS, UNLESS NOTEDOTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED OTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTED OTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, OR FLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, OR HANDLEDON SITE, MUST HAVE A HAZARDOUS MATERIALS IMPACT ANALYSIS, (HMIA) COMPLETED ANDSUPPLIED TO THE PLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES, PRIOR TOCONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER W/ MANHOLEPROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS C-040TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS C-040TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEGWATERS EDGE SECOND FILING
W. P. ELDER RESERVOIR OUTLETCANALBLOCK 9LIND PROPERTYREC. NO.200030150497TRACT BLIND PROPERTYREC. NO.200030150497BLK5BLK6BLK778 9101413 1211 8 7 65 654 78 9101413121127282930313236 3534331011121314151617BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK151234567891011121314BLK16BLK171312345678910111213141516171819202122123456789101112131415123456789101115161718121314 1920212
2
2
3
2
4
2
5
2
6
2
7
2
8
2
932313033515049483736353440393844434241474645123456789101112131412345678910
1112131415161718192021222324252627302928313433323538
37
36
3941404217161518192021242322252627282930 3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK124 3 5 6161596.0'BLK1MORNING STAR DRIVEFAIRWATER DRIVE STERNWHEELER DRIVE
BRIGHTWATER DRIVECLIPPER WAYWE
L
L
N
E
S
S
RO
A
D
HIGH MEADOW ROADHIGH MEADOW ROADS
T
A
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELERDRIVE
WANDER TRAILNATURE PARK WAYGREENSPACE ROAD AMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANEBRIGHTWATER DRIVEFAIRWATER DRIVESTERNWHEELER DRIVE TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD(TWO LANE ARTERIAL)MORNING STAR DRIVEAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTERNWHEELERDRIVE
TRAILS CROSSING LANET
R
A
I
L
S
C
RO
S
S
I
NG
L
AN
E AMBLE LANEMFBUILDING 1MFBUILDING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILDING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNITBUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNITBUILDING D3 STORY12 UNITBUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILDING G3 STORY12 UNITBUILDING H3 STORY12 UNITPROP 16" PVCWATERLINE BORE111111111115111111511151111111115210102333333POC PROP 8"PVC WATERLINETO EX 14" PVCWATERLINE2POC PROP 8"PVC WATERLINETO EX 8" PVCWATERLINEPOC PROP 8"PVC WATERLINETO EX 8" PVCWATERLINEPOC PROP 8" SANITARYSEWER TO EX 18"SANITARY SEWER522222POC PROP 8" SANITARYSEWER TO EX 8"SANITARY SEWER22222222222222222222222222222233EX FHEX FHEX FHPOC PROP 8" SANITARY SEWERTO EX 8" SANITARY SEWERPOC PROP 8" SANITARYSEWER TO EX 8"SANITARY SEWER4442424442444PROP 4" IRRGMETER VAULT4666666666666666667TYP9TYP7TYP9TYP7TYP9TYP7TYP9TYP7TYP9TYPEX PROPERTY BOUNDARYSSSSEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG E
GGE
E
E
E
E
E
E
E
E
E
E
EE
E
E GGGGGGGGGGG
GGE
E
E
E
E
E
E
E
E
GGGGG
GG
GGGGGEEEEEEGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGGGGE
E
GEGGE
E
E
EG
GGGGGE
E GGGGGGGGGGGGEEEEEEEEEEEEEEEEEEGGGEEEEGGGGEEGEEGGEEEEGGGGGEEGGEEEGGGE
EEEEG G
GGGGGEEEEEGGGGEEEGGEEEEEEEEGGGGGGGGGGGEEEEGGGE
E
GGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGE
G
E
G
E
G
E
G
E
G
E
G
E
GEGEGEGEGEGEGEGE
G
E
G
E
G
E
G
E
G
E
G
E
GEGEGEGEGEGEGEG SSSS
S
SSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SSSSSSSSSSSSSSSSSSSSSSS SSS
SSS S
SSSS
S
S
S
S
SSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
S
S
SSSSSSSWWWWWWWWWWWWWSSSSSSSSSSSSSSSS SSSSDPDPDP
SD
P
DP
SSSSSS
S
S
S
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWW
W
WWWWW
WWWWWWWWWWW
WWWWWWWSWSSWSSSW
W
W
W
W
W
W
WWW SSSSSSSWWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWWWWWWWGGGGGSSSEEE
EEWWWWW
W SWWWWFFFF WFFWWFWF SSSSSSSSWFWWFFWFEX PROPERTY BOUNDARYEX PROPERTYBOUNDARY25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACTED BYCURRENT PLAT)PROP BAKER LATERAL IRRIGATION EASEMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTEX ROWPROP ROWEX ROWPROP ROWEX PROPERTYBOUNDARYPROP EDGEOF NEWASPHALTEX EDGE OFASPHALTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTPROP BAKERLATERALIRRIGATIONEASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTEX PROPERTY BOUNDARYPROP LIMITS OFDEVELOPMENTEX PROPERTYBOUNDARYRAINGARDENPOND 200PROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP CONCFOREBAYW/ RIPRAPPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP BEGIN BAKERLATERAL IRRG PIPEEXTENSION: TIE-IN TOEX BAKER LATERALIRRG MHPROP RIPRAPPROP RIPRAPBEGIN PROP 16" PVCWATERLINE BORE;CONNECTION TO ELCOPUMP STATION, BY OTHERSREMOVE & REPLACE ASPHALTPER CITY OF FORT COLLINSCURRENT CODE. SEE STREETCUT NOTE THIS SHEET.REMOVE & REPLACEASPHALT PER CITY OFFORT COLLINSCURRENT CODE. SEESTREET CUT NOTETHIS SHEET.ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
OVERALL UTILITY PLAN (SOUTH)C-0383884AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'039038037KEY MAP - 1" = 1000'Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.UTILITY PLAN REVIEWBoxelder Sanitation DistrictMATCH LINESEE SHEET C-037MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
0
3
9
1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWFNOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM LINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS NOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER TIGHT JOINTS, UNLESS NOTEDOTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED OTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTED OTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, OR FLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, OR HANDLEDON SITE, MUST HAVE A HAZARDOUS MATERIALS IMPACT ANALYSIS, (HMIA) COMPLETED ANDSUPPLIED TO THE PLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES, PRIOR TOCONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER W/ MANHOLEPROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS C-040TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS C-040TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEGNO. 8 DITCHTRACT BLIND PROPERTYREC. NO.20003015049725' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314152728291112131415161718192021222324252627302928313332BLK14495051525354555756BLK1296.0'BLK20CLARION LANE BRIGHTWATER DRIVECLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD WELLNESS ROAD HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY TRAILWAY ROADPLAY PARK LANEBAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TRAILS CROSSING LANETRAILS CROSSING LANE BUILDING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10BUILDING 12MFBUILDING 13CONSERVATION TRAILPRIVATE STREETPOND 200EX PROPERTY BOUNDARYPROP DRAINAGEEASEMENTEX PROPERTY BOUNDARYPROP CONC WINGWALL/ RETAINING WALLPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP TEMPORARYCONSTRUCTION EASEMENTPROP TEMPORARYCONSTRUCTION EASEMENTPROP CONC DROP STRUCTUREPROP DRAINAGE EASEMENTPROP DRAINAGEEASEMENTEX PRESCRIPTIVEEASEMENTPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP LIMITS OF DEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP LIMITS OF DEVELOPMENTEX PROPERTY BOUNDARYEX PROPERTYBOUNDARYPROP LIMITS OFDEVELOPMENTPROP DRAINAGE EASEMENTPROP POND OUTLETSTRUCTUREPROP RCP STORMSEWER OUTLET TONO. 8 DTICHPROP CONC HEADWALLW/ ORIFICE CONTROLPROP RCP STORM SEWEROUTLET TO NO. 8 DITCHPROP RIPRAPPROP RIPRAPEX POND OUTLETSTRUCTUREPROP TEMPORARYCONSTRUCTION EASEMENTNO. 8 DITCHEX POND 10051511111111111115555521033333323222222POC PROP 8" PVCWATERLINE TO EX 8"PVC WATERLINEPOC PROP 8" SANITARYSEWER TO EX 18"SANITARY SEWERPOC PROP 12" SANITARYSEWER TO EX 15"SANITARY SEWER2222222POC PROP 8" PVCWATERLINE TO EX 16"PVC WATERLINEPOC PROP 8" SANITARYSEWER TO EX 8"SANITARY SEWER2222444EX FHEX FH44444426666666666666667TYP9TYP7TYP9TYP7TYP9TYP7TYP9TYP7TYP9TYP15''SAN15''SAN15''SAN15''SANGGEEEEEEEEEEEEE
E
E GGGGGGGGGGG GGEEEEEEEEEGGGGGGG GGGGGEEEEEEGGEGGGGEEEEEEEEGGG GEEGGGGEE GEGGEEEEGGGGGGEEGGGGGGGG
G G G
EEE EEEEEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEGEEEEEEEEEEEEGGGGGGGGGGGGE
E
E
GGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEGGGEEEEGGG
EE
GGESSSSSSSSSSSSSEG EG EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG EGSSSSSSS S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSSSSSSSSSSSS SSSSS SSSSDPDPDP
SDPDPSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W
WWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWSSWWWWWWWWWW SSSSWWWWW W W W W W WWWWWWWWWWWWWWWGESWEEE
EEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGREMOVE & REPLACE ASPHALT PER CITY OF FORT COLLINSCURRENT CODE. SEE STREET CUT NOTE THIS SHEET.REMOVE & REPLACE ASPHALTPER CITY OF FORT COLLINSCURRENT CODE. SEE STREETCUT NOTE THIS SHEET.POC PROP 12" PVCWATERLINE TO EX12" PVC WATERLINE1ASPEN0'SCALE: 1" = 100'100'200'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: SONDERS EAST
FORT COLLINS, COLORADO
OVERALL UTILITY PLAN (SOUTHEAST)C-0393984AUGUST 16, 2023105001JRGJRGJRGKEY MAP - 1" = 1000'039038037KEY MAP - 1" = 1000'Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.UTILITY PLAN REVIEWBoxelder Sanitation DistrictMATCH LINESEE SHEET C-038
NOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM LINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS NOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER TIGHT JOINTS, UNLESS NOTEDOTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED OTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTED OTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, OR FLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALS IMPACT ANALYSIS, (HMIA)COMPLETED AND SUPPLIED TO THE PLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES, PRIOR TOCONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER W/ MANHOLEPROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS C-040TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS C-040TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF1 234BLK1BLK1BLK1 56789101112341312BLK11 2STERNWHEELER COURTGRASSLAND ROADTURNBERRY ROAD(TWO LANE ARTERIAL)EEEEEEGGGGGGEEEEGGGEEE E EE EG GGG GG
GGEEGSWSWSWSW SWSWSWSWSWWSWSSSWWWWWWW25' DITCH & DITCHACCESS EASEMENTREC NO. 20003015784825' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)EX PROPERTY BOUNDARYPROP DITCH EASEMENTPROP TEMPORARY CONSTRUCTION EASEMENTPROP IRRIGATION EASEMENTPROP DRAINAGE EASEMENTPROP BAKER LATERAL IRRIGATION EASEMENTPROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)EX ROWPROP LIMITS OF DEVELOPMENTPROP EDGE OFNEW ASPHALT/SAWCUT LINEPROP ROWEX PROPERTYBOUNDARYPROP CONC DROP STRUCTUREEX ROWEX EDGE OFASPHALTPROP RCP STORM EXTENSION FOR COUNTRY CLUBRESERVE DEVELOPMENT OUTFALL TO NO. 8 DITCHEX COUNTRYCLUBRESERVESTORMOUTFALL PIPEPROP RCP IRRIGATION PIPE EXTENSION FORSERRAMONTE HIGHLANDS IRRIGATION TAILWATEROUTFALL TO NO. 8 DITCHEND PROP BAKER LATERALEXTENSION AT MH (EXTENSIONTO NORTH, IN FUTURE, BYOTHERS)EX PROPERTYBOUNDARYPROP BAKERLATERAL IRRG PIPEEXTENSIONPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOW OF SLOPE) OF NO. 8 DITCHPROP EDGE OFNEW ASPHALT/SAWCUT LINEEX EDGE OFASPHALT542.61 LF 8" PVC 122.46 LF 8" PVC 114.18 LF 8" PVC127.29 LF 8" PVC36.06 LF 8" PVCSTA 10+00, 0.00'N 1475448.62E 3129056.92STA 11+27.29, 0.00'11.25° BEND W/ TBN 1475329.25E 3129101.14STA 12+41.48, 0.00'11.25° BEND W/ TBN 1475217.26E 3129123.41STA 13+63.94, 0.00'8" CROSS W/ 8" GV'S (N, E, S)N 1475094.79E 3129123.41STA 14+00, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (E) & TBN 1475058.74E 3129123.41STA 10+00, 0.00'INSTALL 8" x 6" REDUCER W/ 6" G.V. (N)N 1475448.62E 3129056.92STA 10+00, 0.00' LT16" x 16' x 8" TEE W/ 8" GV (E) & TBN 1475094.78E 3128847.35STA 12+76.06, 0.00'8" CROSS W/ 8" GV'S (N, E, S)N 1475094.79E 3129123.41STA 15+53.25, 0.00'45° BEND W/ TBN 1475094.79E 3129400.61STA 15+89.82, 0.00'45° BEND W/ TBN 1475068.94E 3129426.46STA 10+00, 0.00'INSTALL 8" x 6" REDUCER W/ 6" G.V. (N)N 1475448.62E 3129056.92STA 10+00, 0.00'INSTALL 8" x 6" REDUCER W/ 6" G.V. (N)N 1475448.62E 3129056.92PROP FH ASSY.N 475492.59E 3129040.63112244679POC PROP 8" PVCWATERLINE TO PROP16" PVC WATERLINEREMOVE & REPLACEASPHALT PER CITY OFFORT COLLINS CURRENTCODE. SEE STREET CUTNOTE THIS SHEET.276.06 LF 8" PVC277.19 LF 8" PVC36.57 LF 8" PVCSTA 14+00.27, 16.33' LTFH ASSY.N 1475058.46E 3129139.75PROP LIMITS OFDEVELOPMENTWATERLINE AWATERLINE AWATERLINE BWATERLINE BPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENT62ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
WATER PLAN-1C-0404084AUGUST 16, 2023105001JRGJRGJRGMATCH LINESEE SHEET C-041Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'048040041042043046045044049049047048
NOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORMLINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESSNOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATERTIGHT JOINTS, UNLESS NOTED OTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTEDOTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTEDOTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVEMATERIALS, OR FLAMMABLE/ COMBUSTIBLE LIQUIDS (ASDEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS, (HMIA) COMPLETED AND SUPPLIED TO THEPLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTINGUNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG W/ MANHOLE1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWFBLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 910 1234 8 7 6512 3 654 78 910131415161718BLK119201 2 34 5 67141516171819 2021BLK4871 243124 3 5 6BLK2BLK3STERNWHEELER DRIVE
FIELD POINT WAYSTERNWHEELERDRIVE MEADOW LARK ROADWANDER TRAILNATURE PARK WAYGREENSPACE ROAD
GREENSPACE ROAD MOORLAND WAYPARKLAND WAYAMBLE LANETURNBERRY ROAD(TWO LANE ARTERIAL)MOORLAND WAYPARKLAND WAYAMBLE LANEAMBLE LANEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGEEEEGGGGEEGEEGEEEEEEGGGGGGGGGEEEGGGGGGGEEEEEEGGGGGGGEEGEEEGGGGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWW
W
WWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W WWWWWWWWWSWSWSSSSSGSPROP ROWPROP BAKER LATERAL IRRIGATION EASEMENTPROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)PROP 9' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)EX ROWEX PROPERTY BOUNDARYPROP LIMITS OFDEVELOPMENTPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALT1111111111333POC PROP 12" PVC WATERLINETO PROP 16" PVC WATERLINE2222322222444466667TYP9TYPEX ROWPROP ROWPROP EDGEOF NEWASPHALTEX EDGE OFASPHALTPROP BAKERLATERAL IRRGPIPE EXTENSION542.61 LF 8" PVC283.00 LF 8" PVC 16.33 LF 8" PVC14.14 LF 8" PVC18.62 LF 8" PVC94.58 LF 8" PVC71.67 LF 8" PVC STA 19+42.61, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (E) & TBN 1474516.13E 3129123.41STA 19+58.94, 0.00'12" x 8" CROSS W/ 12" BFV (E), 8" GV'S (N & S)N 1474499.79E 3129123.41STA 22+41.94, 0.00'45° BEND W/ TBN 1474216.79E 3129123.41STA 22+56.08, 0.00'8" TEE W/ 8" GV'S (NW & SE) & TBN 1474206.79E 3129133.41STA 22+70.23, 0.00'45° BEND W/ TBN 1474196.79E 3129143.41STA 25+16.95, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (N) & TBN 1474196.79E 3129390.13STA 25+53.28, 0.00'8" TEE W/ 8" GV'S (N & W) & TBN 1474196.79E 3129426.46STA 18+48.96, 0.00'8" TEE W/ 8" GV'S (N & E) & TBN 1474809.79E 3129426.46STA 21+58.96, 0.00'12" x 8" CROSS W/ 12" BFV (E), 8" GV'S (N & S)N 1474499.79E 3129426.46STA 24+61.96, 0.00'8" TEE W/ 8" GV'S (N & W) & TBN 1474196.79E 3129426.46STA 10+00, 0.03' RT16" x 16" x 12" TEE W/ 12" BFV (E) & TBN 1474499.76E 3128844.07STA 12+79.34, 0.00' LT12" x 8" CROSS W/ 12" BFV (E), 8" GV'S (N & S)N 1474499.79E 3129123.41STA 15+82.39, 0.00'12" x 8" CROSS W/ 12" BFV (E), 8" GV'S (N & S)N 1474499.79E 3129426.46STA 17+90.41, 0.00' LT12" 45° BEND W/ TBN 1474499.79E 3129634.48STA 18+18.90, 0.00'12" x 6" SWIVEL TEE W/ 6" GV (NE) & TBN 1474481.48E 3129656.30STA 18+36.37, 0.00' LT12" 45° BEND W/ TBN 1474470.25E 3129669.69STA 10+00, 0.00'8" TEE W/ 8" GV'S (NW & SE) & TBN 1474206.79E 3129133.41STA 10+18.62, 0.00'8" 22.5° + 11.25° BEND W/ TBN 1474193.63E 3129120.24STA 11+13.21, 0.00'8" 11.25° BEND W/ TBN 1474101.96E 3129096.91259.14 LF 8" PVC310.00 LF 8" PVC303.00 LF 8" PVC166.50 LF 8" PVC 36.33 LF 8" PVC246.72 LF 8" PVC542.61 LF 8" PVC14.14 LF 8" PVC16.06 LF 8" PVC191.16 LF 8" PVC291.00 LF 8" PVC279.34 LF 12" PVC303.05 LF 12" PVC208.01 LF 12" PVC28.49 LF 12" PVC17.47 LF 12" PVC420.39 LF 12
"
P
V
C
STA 18+18.90, 21.78' LTPROP FH ASSY.N 1474498.17E 3129670.30STA 19+42.61, 16.33' LTPROP FH ASSY.N 1474516.13E 3129139.75STA 25+16.95, 16.33' LTPROP FH ASSY.N 1474213.13E 3129390.13REMOVE & REPLACEASPHALT PER CITY OF FORTCOLLINS CURRENT CODE.SEE STREET CUT NOTE THISSHEET.1WATERLINE AWATERLINE AWATERLINE AWATERLINE DWATERLINE DWATERLINE DWATERLINE BWATERLINE BWATERLINE BWATERLINE CWATERLINE EASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
WATER PLANC-0414184AUGUST 16, 2023105001JRGJRGJRGMATCH LINESEE SHEET C-042Street Cut NoteKEY MAP - 1" = 1000'048040KEY MAP - 1" = 1000'041042043046045044049049047048MATCH LINESEE SHEET C-040MATCH LINE
SEE SHEET C-044
NOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORMLINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESSNOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATERTIGHT JOINTS, UNLESS NOTED OTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTEDOTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTEDOTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVEMATERIALS, OR FLAMMABLE/ COMBUSTIBLE LIQUIDS (ASDEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS, (HMIA) COMPLETED AND SUPPLIED TO THEPLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTINGUNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG W/ MANHOLE1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNIT
DPDPDP DPDP DP78 9101413 1211 78 91413121136 35BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK82
2
2
3 5 61615STERNWHEELER DRIVE
WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADWANDER TRAILGREENSPACE ROAD
TURNBERRY ROAD(TWO LANE ARTERIAL)PATHWAY LANEPATHWAY LANEPATHWAY LANEMFBUILDING 1BUILDING 18BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILDING G3 STORY12 UNITBUILDING H3 STORY12 UNITEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E EEGGEEEEGGGGEEGGGEEEEEEEEEGGGGGGGGESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPW
WWWW WWWWWWWWWWWSWWWWWWWWWW
WWSEWWWF WFFWWFWF SSSS71.67 LF 8" PVC
329.55 LF 8" PVCSTA 26+28.46, 0.00'8" TEE W/ 8" GV'S (N & W) & TBN 1474030.29E 3129426.46STA 28+89.84, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (E) & TBN 1473768.92E 3129426.46STA 29+26.17, 0.00'8" TEE W/ 8" GV'S (N & E) & TBN 1473732.59E 3129426.46STA 22+56.76, 0.00'12" x 12" x 8" TEE W/ 12" BFV (N), 8" GV (E) & TBN 1474056.24E 3129742.69STA 22+71.24, 0.00'12" x 6" SWIVEL TEE W/ 6" GV (E) & TBN 1474041.99E 3129745.20STA 23+91.44, 0.00'12" x 12" x 6" TEE W/ 6" GV (W) & TBN 1473923.61E 3129766.07STA 25+56.32, 0.00'12" x 8" CROSS W/ 12" BFV'S(N & S), 8" GV (E) & TBN 1473761.23E 3129794.70STA 28+44.02, 0.00' RT12" x 8" CROSS W/ 12" BFV'S (N & S), 8" GV (E) & TBN 1473477.90E 3129844.66END 12" PVC WATERLINE DEFLECTIONN 1473449.09E 3129849.74E 3129096.91STA 11+84.88, 0.00'8" 90° BEND W/ TBN 1474030.29E 3129096.91STA 15+14.43, 0.00'8" TEE W/ 8" GV'S (N & W) & TBN 1474030.29E 3129426.46STA 18+54.57, 0.06' LT8" x 6" SWIVEL TEE W/ 6" GV (E) & TBN 1473202.24E 3129161.13STA 19+70.61, 0.01' RT8" TEE W/ 8" GV'S (N & W) & TBN 1473318.29E 3129161.37STA 21+01.58, 0.00' RT8" TEE W/ 8" GV'S (N & E) & TBN 1473449.25E 3129161.57STA 22+35.34, 0.00' LT8" x 6" SWIVEL TEE W/ 6" GV (E) & TBN 1473583.02E 3129161.77STA 23+63.71, 0.00'8" 45° BEND W/ TBN 1473711.39E 3129161.97STA 23+93.60, 0.00'8" 45° BEND W/ TBN 1473732.52E 3129183.10STA 26+36.96, 0.03' LT8" TEE W/ 8" GV'S (N & E) & TBN 1473732.59E 3129426.46STA 28+06.85, 0.00'BEGIN 8" PVC WATERLINE DEFLECTIONN 1473732.59E 3129596.36STA 28+78.41, 0.00'END 8" PVC WATERLINE DEFLECTIONN 1473738.81E 3129667.55STA 30+07.53, 0.00'12" x 8" CROSS W/ 12" BFV'S (N & S),8" GV (E) & TBN 1473761.23E 3129794.70STA 30+38.03, 0.00'8" PLUG W/ TBN 1473766.53E 3129824.74STA 10+00, 0.00' RT8" TEE W/ 8" GV'S (N & E) & TBN 1473449.25E 3129161.57STA 14+84.75, 0.00'BEGIN 8' PVC WATERLINE DEFLECTIONN 1473449.25E 3129646.31STA 15+56.31, 0.00'END 8' PVC WATERLINE DEFLECTIONN 1473455.48E 3129717.51STA 16+85.42, 0.00'12" x 8" CROSS W/ 12" BFV'S (N & S), 8" GV (E) & TBN 1473477.90E 3129844.66STA 16+14.89, 0.00'8" 11.25° BEND W/ TBN 1473204.65E 3129769.30STA 17+47.30, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (SE) & TB N 1473275.62E 3129881.08STA 13+61.15, 0.00'8" 45° BEND W/ TBN 1473267.22E 3129005.43STA 14+33.71, 0.00'8" 45° BEND W/ TBN 1473318.45E 3129056.82STA 15+38.26, 0.00'8" TEE W/ 8" GV'S (N & W) & TBN 1473318.29E 3129161.37166.50 LF 8" PVC261.38 LF 8" PVC36.33 LF 8" PVC291.00 LF 8" PVC14.48 LF 12" PVC120.21 LF 12
"
P
V
C
164.88 LF 12
"
P
V
C
287.70 LF 12
"
P
V
C
29.26 LF 12"
P
V
C
116.01 LF 8" PVC 130.96 LF 8" PVC 133.76 LF 8" PVC 128.37 LF 8" PVC 29.88 LF 8" PVC
243.37 LF 8" PVC169.89 LF 8" PVC129.11 LF 8" PVC30.50 LF 8" PVC484.75 LF 8" PVC129.11 LF 8" PVC30.50 LF 8" PVC181.66 LF 8" PVC 72.56 LF 8" PVC 104.55 LF 8" PVC75.64
LF
8
"
PVC132.41
LF
8
"
PVCPROP 16" PVCWATERLINE BOREPROP BAKER LATERAL IRRIGATION EASEMENT111111115335222222222223442444PROP 4" IRRGMETER VAULT66667TYP9TYP2PROP 6" x 4"REDUCERSTA 22+71.24, 16.56' LTPROP FH ASSY. N 1474044.86E 3129761.50EX PROPERTY BOUNDARYEX PROPERTY BOUNDARYPROP ROWEX ROWPROP ROWEX ROWSTA 28+89.84, 16.33' LTPROP FH ASSY.N 1473768.92E 3129442.80PROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTWATERLINE EWATERLINE EWATERLINE BWATERLINE BWATERLINE FWATERLINE FWATERLINE FWATERLINE HWATERLINE HWATERLINE GWATERLINE GWATERLINE DWATERLINE DWATERLINE DPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTSTA 18+54.60, 15.80' RTPROP FH ASSY.N 1473202.25E 3129177.00STA 22+35.34, 10.39' RTPROP FH ASSY.N 1473583.00E 3129172.16ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
WATER PLANC-0424284AUGUST 16, 2023105001JRGJRGJRGMATCH LINESEE SHEET C-043KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'048040041042043046045044049049047048MATCH LINESEE SHEET C-041MATCH LINE
SEE SHEET C-045
NOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORMLINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESSNOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATERTIGHT JOINTS, UNLESS NOTED OTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTEDOTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTEDOTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVEMATERIALS, OR FLAMMABLE/ COMBUSTIBLE LIQUIDS (ASDEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS, (HMIA) COMPLETED AND SUPPLIED TO THEPLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTINGUNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG W/ MANHOLETURNBERRY RD (CR 11)W. P. ELDER RESERVOIR OUTLETCANAL1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITRICHARDS LAKE RDB
E
A
C
H
CO
M
B
E
R
L
A
N
E
B
R
IG
H
TW
A
T
E
R
D
R
I
V
E
SEAFARERBOWSIDE
DR
IVEGALEWIND LANEFLAGSHIP DRIVECLARION LANE
THOREAU ROADTHOREAU ROADTHOREAU ROAD DR
IVE SSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWFBLK10BLK10BLK11BLK121
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
1920212
2
2
33231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
4567838
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK1143444546476362616059BLK12BLK12MORNING STAR DRIVEFAIRWATER DRIVE
BRIGHTWATER DRIVEWALKING STICK WAYPLAY PARK LANETRAILS CROSSING LANEBRIGHTWATER DRIVETURNBERRY ROAD(TWO LANE ARTERIAL)STERNWHEELERDRIVE
TRAILS CROSSING LANEBUILDING A3 STORY12 UNITBUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNITBUILDING D3 STORY12 UNITSSSSGGEEGGGGGGGGEEEEEEEEEEEEGGGGGEEEEGGGGGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEGGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSWWWWFFFSSSSWFWWFFWFSTA 10+00, 0.00'EX 8" PVC WATERLINEN 1472371.79E 3129064.15STA 11+04.03, 0.00'8" CROSS W/ 8" GV'S (N, S, & W)N 1472475.82E 3129064.16STA 11+34.05, 0.00'8" 22.5° + 11.25° BEND W/ TBN 1472505.84E 3129064.16STA 12+18.75, 0.00'8" 11.25° BEND W/ TBN 1472576.26E 3129111.22STA 13+47.93, 0.00'8" 22.5° BEND W/ TBN 1472695.61E 3129160.66STA 13+80.20, 0.00'8" CROSS W/ 8" GV'S (W, E, & SN 1472727.88E 3129160.66STA 15+06.63, 0.00'8" CROSS W/ 8" GV'S (N, E, & S)N 1472854.30E 3129160.66STA 16+80.59, 0.00'8" TEE W/ 8" GV'S (S & W) & TBN 1473028.27E 3129160.93STA 18+18.24, 0.00'8" TEE W/ 8" GV'S (N & E) & TBN 1473165.92E 3129161.14STA 10+00, 0.00' RTN 1473165.92E 3129161.13STA 14+89.13, 0.00'8" 11.25° BEND W/ TBN 1473165.92E 3129650.26STA 15+39.24, 0.00'8" 11.25° BEND W/ TBN 1473175.70E 3129699.41STA 16+14.89, 0.00'8" 11.25° BEND W/ TBN 1473204.65E 3129769.30STA 10+00, 0.00'8' PLUG W/ TBN 1472727.88E 3129109.76STA 10+50.91, 0.00'8" CROSS W/ 8" GV'S (W, E, & SN 1472727.88E 3129160.66STA 15+11.34, 0.00'8" CROSS W/ 8" GV'S (W, E, & S)N 1472727.88E 3129621.10STA 16+73.26, 0.00'BEGIN 8" PVCWATERLINE DEFLECTIONN 1472727.88E 3129783.02STA 10+00, 0.00' RT8" PLUG W/ TBN 1472475.80E 3129034.12STA 10+30.04, 0.00'8" CROSS W/ 8" GV'S (N, S, & W)N 1472475.82E 3129064.16STA 15+87.16, 0.00'8" CROSS W/ 8" GV'S (N, S, & W)N 1472476.20E 3129621.27STA 10+00, 0.00'EX 8" PVC WATERLINEN 1472372.01E 3129621.34STA 11+04.19, 0.00'8" CROSS W/ 8" GV'S (N, S, & W)N 1472476.20E 3129621.27STA 13+55.87, 0.00'8" CROSS W/ 8" GV'S (W, E, & S)N 1472727.88E 3129621.10STA 14+92.65, 0.00'8" TEE W/ 8" GV'S (W & E) & TBN 1472864.66E 3129621.01STA 10+00, 0.00'CUT IN 14" x 14" x 12" TEE W/ 12" BFV (E) & TB,W/ 10LF OF NEW 14" PVC EACH SIDE OF TEE.DRESSER PVC TO AC.N 1472853.26E 3128813.26STA 13+11.02, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (S) & TBN 1472854.19E 3129124.27STA 13+47.41, 0.00'8" CROSS W/ 8" GV'S (N, E, & S)N 1472854.30E 3129160.66STA 13+81.73, 0.00'8" 11.25° BEND W/ TBN 1472854.41E 3129194.98STA 14+34.28, 0.00'8" 11.25° BEND W/ TBN 1472864.66E 3129246.52STA 18+08.77, 0.00'8" TEE W/ 8" GV'S (W & E) & TBN 1472864.66E 3129621.01STA 18+44.48, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (S) & TBN 1472864.66E 3129656.72STA 19+58.84, 0.00'8" 11.25° BEND W/ TBN 1472864.66E 3129771.09STA 20+45.46, 0.00'8" 11.25° BEND W/ TBN 1472881.60E 3129856.03STA 20+97.62, 0.00'8" 11.25° BEND W/ TBN 1472901.56E 3129904.22STA 21+10.63, 0.00'8" TEE W/ 8" GV (S) & TBN 1472908.78E 3129915.03STA 10+00, 0.00'8" TEE W/ 8" GV'S (S & W) & TBN 1473028.26E 3129160.92STA 10+98.80, 0.00'8" 45° BEND W/ TBN 1473028.41E 3129062.13STA 11+79.49, 0.00'8" 45° BEND W/ TBN 1473085.56E 3129005.16104.03 LF EX 8" PVC 30.02 LF 8" PVC84.70 LF 8" PVC 129.19 LF 8" PVC 32.27 LF 8" PVC126.42 LF 8" PVC 173.96 LF 8" PVC 137.67 LF 8" PVC98.80 LF 8" PVC31.34 LF 8" PVC49.35 LF 8" PVC181.66 LF 8" PVC
489.13 LF 8" PVC50.12 LF 8" PVC75.64
LF
8
"
PVC311.02 LF 8" PVC36.40 LF 8" PVC34.31 LF 8" PVC52.55 LF 8" PVC374.49 LF 8" PVC35.71 LF 8" PVC114.36 LF 8" PVC86.61 LF 8" PVC52.16
LF
8"
PVC
104.19 LF EX 8" PVC 50.91 LF 8" PVC460.44 LF 8" PVC161.92 LF 8" PVC30.04 LF 8" PVC557.11 LF 8" PVC406.26 LF 8" PVC111111111POC PROP 8"PVC WATERLINETO EX 14" PVCWATERLINEPOC PROP 8"PVC WATERLINETO EX 8" PVCWATERLINEPOC PROP 8"PVC WATERLINETO EX 8" PVCWATERLINE222222222222EX FHEX FHEX FH4244667TYP9TYPREMOVE & REPLACE ASPHALTPER CITY OF FORT COLLINSCURRENT CODE. SEE STREETCUT NOTE THIS SHEET.REMOVE & REPLACE ASPHALT PER CITYOF FORT COLLINS CURRENT CODE. SEESTREET CUT NOTE THIS SHEET.STA 11+30.09, 10.05' RTPROP FH ASSY.N 1473057.67E 3129047.15STA 13+11.02, 20.87' RTPROP FH ASSY.N 1472833.33E 3129124.33STA 18+44.48, 16.33' RTPROP FH ASSY.N 1472848.33E 3129656.72251.68 LF 8" PVC 136.78 LF 8" PVCREMOVE & REPLACE ASPHALTPER CITY OF FORT COLLINSCURRENT CODE. SEE STREETCUT NOTE THIS SHEET.PROP BAKER LATERAL IRRIGATION EASEMENTEX PROPERTY BOUNDARYPROP ROWEX ROWPROP EDGE OFNEW ASPHALTEX EDGE OFASPHALTPROP LIMITS OFDEVELOPMENTWATERLINE JWATERLINE JWATERLINE JWATERLINE IWATERLINE IWATERLINE FWATERLINE FWATERLINE FWATERLINE NWATERLINE NWATERLINE KWATERLINE KWATERLINE HWATERLINE HASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
WATER PLANC-0434384AUGUST 16, 2023105001JRGJRGJRGMATCH LINESEE SHEET C-042Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'048040041042043046045044049049047048MATCH LINE
SEE SHEET C-046
NOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORMLINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESSNOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATERTIGHT JOINTS, UNLESS NOTED OTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTEDOTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTEDOTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVEMATERIALS, OR FLAMMABLE/ COMBUSTIBLE LIQUIDS (ASDEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS, (HMIA) COMPLETED AND SUPPLIED TO THEPLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTINGUNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG W/ MANHOLETURNBERRY RD (CR 11)W. P. ELDER RESERVOIR OUTLETCANAL1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITRICHARDS LAKE RDB
E
A
C
H
CO
M
B
E
R
L
A
N
E
B
R
IG
H
TW
A
T
E
R
D
R
I
V
E
SEAFARERBOWSIDE
DR
IVEGALEWIND LANEFLAGSHIP DRIVECLARION LANE
THOREAU ROADTHOREAU ROADTHOREAU ROAD DR
IVE SSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF11111111111111111111
5
11111 1511
15
1
1
1111
1111111115
55552101023
3333
323
3 33332222 2252
222 22222 2
2
2
222
2 22 222222 222222222 222222
3
3
222 2222
22
4
4444
4
4 44424244
4 2444 444444466
6666 66666
66 6666
6666
666666667979797979797 97979792BLK1202122 2324252627282930317 891011121314WANDER TRAILNATURE PARK WAYEEEEEEGGGGGEEEE E GGGGGGEEEEEGGGGGGEEGGGSSSS SSSSSS S S S SSSSSWWWWWWWWWW WWWWWWWWWS EEW W S12" x 12" x 8" TEE W/ 12" BFV (N), 8" GV (E) & TB376.50 LF 8" PVC42.43 LF 8" PVC291.00 LF 8" PVCEX PROPERTY BOUNDARYPROP DITCH EASEMENTPROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHPROP 6' UTILITYESMT (TYP)PROP 6' UTILITYESMT (TYP)25' DITCH & DITCHACCESS EASEMENTREC NO. 200030157848(TO BE VACATED BYCURRENT PLAT)PROP CONC DROP STRUCTUREPROPERTY PINN 1474498.41E 3130156.9811224667TYP9TYPEX PROPERTY BOUNDARYPROP DRAINAGE EASEMENTWATERLINE CWATERLINE CWATERLINE CSTA 16+81.78, 0.01' RT8" x 6" SWIVEL TEE W/ 6" GV (E) & TBN 1474539.76E 3129982.26STA 17+09.88, 0.00'END 8" WATERLINE DEFLECTIONN 1474512.31E 3129988.22STA 20+86.38, 0.00'8" 45° BEND W/ TBN 1474141.53E 3130053.60STA 21+28.80, 0.00'8" 45° BEND W/ TBN 1474106.78E 3130029.2712" x 12" x 8" TEE W/ 12" BFV (N), 8" GV (E) & TBSTA 16+81.62, 9.42' LTPROP FH ASSY.N 1474542.28E 3129991.35ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
WATER PLANC-0444484AUGUST 16, 2023105001JRGJRGJRGMATCH LINESEE SHEET C-045FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'048040041042043046045044049049047048MATCH LINESEE SHEET C-041
NOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORMLINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESSNOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATERTIGHT JOINTS, UNLESS NOTED OTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTEDOTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTEDOTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVEMATERIALS, OR FLAMMABLE/ COMBUSTIBLE LIQUIDS (ASDEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS, (HMIA) COMPLETED AND SUPPLIED TO THEPLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTINGUNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG W/ MANHOLETURNBERRY RD (CR 11)W. P. ELDER RESERVOIR OUTLETCANAL1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITRICHARDS LAKE RDB
E
A
C
H
CO
M
B
E
R
L
A
N
E
B
R
IG
H
TW
A
T
E
R
D
R
I
V
E
SEAFARERBOWSIDE
DR
IVEGALEWIND LANEFLAGSHIP DRIVECLARION LANE
THOREAU ROADTHOREAU ROADTHOREAU ROAD DR
IVE SSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF11111111111111111111
511111 1511
15
1
1
1111
1111111115
555521010
23
3333
323
3 33332222 2252
222 22222 2
2
2
222
2 22 222222 222222222 2222233
222 2222
22
4
4444
4
4 444242
44
42444 444444466
6666 66666
66 666
6
6666
6666666679797 97979797 979797926 632 3534332223 BLK1WANDER TRAILMFBUILDING 1MFBUILDING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILDING 6MFBUILDING 7MFBUILDING 14MFBUILDING 10MFBUILDING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETSSWSSSWWWGGGGSSSEE EWWWW12" x 12" x 8" TEE W/ 12" BFV (N), 8" GV (E) & TB12" x 6" SWIVEL TEE W/ 6" GV (E) & TB12" x 12" x 6" TEE W/ 6" GV (W) & TB12" x 12" x 8" TEE W/ 12" BFV (N), 8" GV (E) & TB12" x 12" x 6" TEE W/ 6" GV (W) & TBSTA 25+56.32, 0.00'12" x 8" CROSS W/ 12" BFV'S(N & S), 8" GV (E) & TBSTA 28+73.28, 0.00' RTBEGIN 12" PVC WATERLINE DEFLECTIONN 1473449.09E 3129849.74STA 30+40.48, 0.00' LT12" x 8" CROSS W/ 12" BFV'S (NW & SE), 8" GV (NE) & TBN 1473295.17E 3129911.85STA 28+73.28, 0.00' LTEND 12" PVC WATERLINE DEFLECTIONN 1473449.09E 3129849.74STA 30+38.03, 0.00'8" PLUG W/ TBN 1473766.53E 3129824.74STA 17+15.92, 0.00'8" PLUG W/ TBN 1473483.20E 3129874.70STA 17+47.30, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (SE) & TB N 1473275.62E 3129881.08STA 17+83.75, 0.00'12" x 8" CROSS W/ 12" BFV'S (NW & SE), 8" GV (NE) & TBN 1473295.17E 3129911.85STA 18+13.14, 0.00'8" PLUG W/ TBN 1473310.92E 3129936.6629.26 LF 12" PVC 30.50 LF 8" PVC36.45 LF 8" PVC29.38 LF 8" PVC151023324666EX PROPERTY BOUNDARYSTA 17+47.30, 15.84' RTPROP FH ASSY. N 1473262.25E 3129889.57EX PROPERTY BOUNDARY66WATERLINE DWATERLINE CASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
WATER PLANC-0454584AUGUST 16, 2023105001JRGJRGJRGMATCH LINESEE SHEET C-046FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'048040041042043046045044049049047048MATCH LINESEE SHEET C-042
MATCH LINESEE SHEET C-044
NOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORMLINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESSNOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATERTIGHT JOINTS, UNLESS NOTED OTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTEDOTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTEDOTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVEMATERIALS, OR FLAMMABLE/ COMBUSTIBLE LIQUIDS (ASDEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS, (HMIA) COMPLETED AND SUPPLIED TO THEPLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTINGUNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG W/ MANHOLETURNBERRY RD (CR 11)W. P. ELDER RESERVOIR OUTLETCANAL1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITRICHARDS LAKE RDSEAFARERBOWSIDE
DR
IVEGALEWIND LANEFLAGSHIP DRIVECLARION LANE
THOREAU ROAD DR
IVE SSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF11111111111111111111
5111111 511
15111111
1111111115
55552101023
3333
3233 33332222 2252
222 222222
2
2
222
2 22 222222222222222 222222
3
3
222 2222
22
4
444
4
4
4 44424244
4 2444 444444466
6666 66666
666666
6666
666666667979797979797 9797 9792BLK12BLK14123456789BLK1512345678BLK16BLK234567891011121314151617522232425262728293130891011121314151617181920212223242526273029283134333235
BLK1447484950515253545559585756BLK12BLK1296.0'BRIGHTWATER DRIVEWE
L
L
N
E
S
S
RO
A
D
HIGH MEADOW ROADHIGH MEADOW ROADS
T
A
R
D
U
S
T
W
A
Y
TRAILWAY
R
O
A
DPLAY PARK LANETRAILS CROSSING LANET
R
A
I
L
S
C
RO
S
S
I
NG
L
A
N
E
MFBUILDING 8MFBUILDING 14MFBUILDING 9
DR
IVE GGE
E
E
E
E
E
E
E
E
E
E GGGGGGGGGGE
E
E
E
E
E
E
E
E
GGGGG
G
GEEEEEEGGGGGG GEEEEGGGGGGGE
E
GEGGE
E
E
EG
GGGGGGGGGGGEEEEEEEEEEGEGEGEGEGEGSSSSSSSSEEG EG EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG EGEGEGEGSSSSSSS S S SSSSSSS
SS S
SSSS S S S S
SSSSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
WWWWWWWSSSSSSSSSSSSDPDPDPDP
SSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWW
WWWWW SSSWWWWWWWWWW SSSSSSWWWWWWW W W W W W
W
W
WW
W
WWWWWWWWWSTA 32+75.67, 0.00' LT12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TBN 1473147.00E 3130090.68STA 35+74.75, 0.00' LT12" x 8" CROSS W/ 12" BFV'S (NW & SE), 8" GV (NE) & TBN 1473007.37E 3130355.17STA 36+65.50, 0.00' LT12" 11.25° BEND W/ TBN 1472965.00E 3130435.43STA 37+58.45, 0.00' RT12" 11.25° BEND W/ TBN 1472912.76E 3130512.31STA 39+32.61, 0.00' RT12" x 12" x 16" TEE W/ 12" BFV'S (NW & SE) & TBN 1472788.65E 3130634.49STA 42+34.10, 0.00' LT12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TBN 1472573.82E 3130846.00STA 18+37.20, 0.00'END 8" PVC WATERLINE DEFLECTIONN 1472763.81E 3129941.83STA 18+89.23, 0.00'8" 90° BEND W/ TBN 1472788.28E 3129987.70STA 20+29.95, 0.00'8" TEE W/ 8" GV (S) & TBN 1472908.78E 3129915.03STA 19+93.42, 0.00'BEGIN 8" PVC WATERLINE DEFLECTIONN 1472475.82E 3130027.53STA 21+52.85, 0.00'END 8" PVC WATERLINE DEFLECTIONN 1472535.28E 3130171.07STA 22+71.24, 0.00'8" TEE W/ 8" GV'S (NW & SW) & TBN 1472619.00E 3130254.79STA 20+97.62, 0.00'8" 11.25° BEND W/ TBN 1472901.56E 3129904.22STA 21+10.63, 0.00'8" TEE W/ 8" GV (S) & TBN 1472908.78E 3129915.03STA 21+38.70, 0.00'8" 11.25° BEND W/ TBN 1472924.38E 3129938.37STA 22+42.91, 0.00'8" 22.5° BEND W/ TBN 1472998.07E 3130012.06STA 24+11.31, 0.00'12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TBN 1473147.00E 3130090.68STA 10+00, 0.00'CONNECT TO EX 16" PVC WATERLINEN 1472441.58E 3130286.90STA 11+02.74, 0.00'16" x 16" x 8" TEE W/ 8" GV (NW), 16" BFV (NE) & TBN 1472514.01E 3130359.77STA 14+55.04, 0.00'16" x 16" x 6" SWIVEL TEE W/ 6" GV (NW) & TBN 1472763.09E 3130608.92STA 14+91.21, 0.00'12" x 12" x 16" TEE W/ 12" BFV'S (NW & SE) & TBN 1472788.65E 3130634.49STA 10+00, 0.00'16" x 16" x 8" TEE W/ 8" GV (NW), 16" BFV (NE) & TBN 1472514.01E 3130359.76STA 11+48.47, 0.00'8" TEE W/ 8" GV'S (NW & SW) & TBN 1472619.00E 3130254.79STA 11+59.33, 0.00' LT8" 22.5° BEND W/ TBN 1472626.68E 3130247.10STA 12+37.74, 0.00'8" 22.5° BEND W/ TBN 1472701.59E 3130223.96STA 13+07.54, 0.00'8" 22.5° BEND W/ TBN 1472771.09E 3130230.44STA 15+38.39, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (W) & TBN 1472975.24E 3130338.21STA 15+74.72, 0.00'12" x 8" CROSS W/ 12" BFV'S (NW & SE), 8" GV (NE) & TBN 1473007.37E 3130355.17STA 16+05.22, 0.00'8" PLUG W/ TBN 1473034.35E 3130369.41STA 27+87.26, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (SE) & TBN 1472547.88E 3130820.07STA 28+23.93, 0.00'12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TBN 1472573.82E 3130846.00299.08 LF 12" PVC83.34 LF 12" PVC92.95 LF 12" PVC174.16 LF 12" PVC301.48 LF 12" PVC52.16 LF 8" PVC13.01 LF 8" PVC28.07 LF 8" PVC104.21 LF 8" PVC168.41 LF 8" PVC140.72 LF 8" PVC148.47 LF 8" PVC78.41 LF 8" PVC 69.80 LF 8" PVC
23
0
.
8
5
L
F
8
"
P
V
C
36.
3
3
L
F
8
"
P
V
C
30.50 LF 8" PVC10.87 LF 8" PVC118.39 LF 8" PVC1
0
2
.
7
4
L
F
1
6
"
P
V
C
3
5
2
.
3
0
L
F
1
6
"
P
V
C
36.16 LF 16" PVC376.45 LF 8" PVC36.68 LF 8" PVC11511111115210333222POC PROP 8" PVCWATERLINE TO EX 16"PVC WATERLINEPOC PROP 8" SANITARYSEWER TO EX 8"SANITARY SEWER222224EX FH444666667979STA 14+55.04, 16.31' LTPROP FH ASSY.N 1472774.62E 3130597.39STA 15+38.39, 37.83' LTPROP FH ASSY.N 1472992.90E 3130304.75WATERLINE NWATERLINE NWATERLINE MWATERLINE MWATERLINE OWATERLINE OWATERLINE DWATERLINE DWATERLINE DWATERLINE JWATERLINE JWATERLINE PWATERLINE PSTA 27+87.26, 37.88' RTPROP FH ASSY.N 1472521.10E 3130846.86ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
WATER PLANC-0464684AUGUST 16, 2023105001JRGJRGJRGMATCH LINESEE SHEET C-047Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'048040041042043046045044049049047048MATCH LINESEE SHEET C-045MATCH LINE/ SEE SHEET C-049
MATCH LINESEE SHEET C-043
NOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORMLINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESSNOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATERTIGHT JOINTS, UNLESS NOTED OTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTEDOTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTEDOTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVEMATERIALS, OR FLAMMABLE/ COMBUSTIBLE LIQUIDS (ASDEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS, (HMIA) COMPLETED AND SUPPLIED TO THEPLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTINGUNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG W/ MANHOLE1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF11111111111111111111
5111111 511
15111111
111111111555552101023
3333
3233 33332222252222222222
2
2
222
2 22 222222222222222 222222
3
3
222 2222
22
4444
44
444424244
4 2444 444444466666666666
6 66666
6666
6666666679797979797979
797 9792TURNBERRY RD (CR 11)
WATERS EDGE SECOND FILING
IRRIGATION DITCHNO. 8 DITCHBLOCK 9LIND PROPERTYREC. NO.200030150497STERNWHEELER DR
FAIRWATER DR
TRACT BLIND PROPERTYREC. NO.200030150497W. P. ELDER RESERVOIR OUTLETCANALPOND 200NO. 8 DITCHEX POND
10011111111111111111111511111151115111111115552101023333333333335222222222222222222222222222222222222233222222222444442424442444444444466666666666666666666667979797979797979791511621531441351261171089BLK17BLK19BLK18BLK21123456 78910111212345678910123467891110121314512181920212212345789101112131415BLK20CLARION LANE CLIPPER WAYGREENSPACE WAYFORUM ROAD
WELLNESS ROADBAR HARBOR DRIVE EE
E
E GGGG E GG
GGGGEEEEEEGGEGGGGEEEEG GEEGGGG
G GGG
E EE E
E E EEEGGGEEGGGGGGGGG
GGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEGGE
E
E
GGEEEGGGEEEEGGE
E
GSSSSSSSSSSSSSSSS
SSSWWSSSSSSSSSSSSSSSSSSSSSSS
S S S SSSSSSS SSSSS
WW
WWWWWWWWWWWWWWWWWWWWW
W W W W WW WWWWWWWWWWWWWWWWWWWWWWWWWWWSWGESWEEEEEEWWWWWWWSSSSSSGGGGGGGSTA 46+94.61, 0.00' RT12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TBN 1472245.65E 3131169.09STA 48+43.15, 0.00' LT12" 22.5° BEND W/ TBN 1472139.80E 3131273.30STA 14+24.78, 0.00'8" TEE W/ 8" GV'S (N & E) & TBN 1471654.79E 3130886.41STA 16+04.84, 0.00'8" TEE W/ 8" GV'S (E & S) & TBN 1471654.79E 3130706.35STA 17+64.15, 0.00'8" 45° BEND W/ TBN 1471654.79E 3130547.04STA 18+06.59, 0.00'8" 45° BEND W/ TBN 1471684.79E 3130517.01STA 21+44.97, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (W) & TBN 1472023.17E 3130516.72STA 21+83.01, 0.00'8" CROSS W/ 8" GV'S (N, E, & S)N 1472061.21E 3130516.70STA 23+18.34, 0.00'8" 22.5° BEND W/ TBN 1472196.53E 3130517.85STA 24+10.81, 0.00'8" 22.5° BEND W/ TBN 1472281.69E 3130553.88STA 10+00, 0.00'CONNECT TO EX 8" PVC WATERLINEN 1472039.71E 3130169.92STA 10+78.37, 0.00'8" 45° BEND W/ TBN 1472039.71E 3130248.29STA 11+08.69, 0.00'8" 45° BEND W/ TBN 1472061.21E 3130269.67STA 13+55.73, 0.00'8" CROSS W/ 8" GV'S (N, E, & S)N 1472061.21E 3130516.70STA 17+25.57, 0.00'8" TEE W/ 8" GV'S (E & S) & TBN 1472061.21E 3130886.54STA 17+66.74, 0.00'8" 22.5° BEND W/ TBN 1472061.21E 3130927.72STA 18+71.93, 0.00'8" 22.5° BEND W/ TBN 1472101.46E 3131024.89STA 20+41.02, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (SE) & TBN 1472221.03E 3131144.46STA 20+75.84, 0.00'12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TBN 1472245.65E 3131169.09STA 10+00, 0.00'8" TEE W/ 8" GV'S (E & S) & TBN 1471654.79E 3130706.35STA 18+52.81, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (N) & TBN 1471370.68E 3131274.30STA 18+66.33, 0.00'12" x 12' x 8" TEE W/ 12" BFV (E), 8" GV (W) & TBSTA 10+00, 0.00'8" TEE W/ 8" GV'S (N & E) & TBN 1471654.79E 3130886.41STA 14+06.42, 0.00'8" TEE W/ 8" GV'S (E & S) & TBN 1472061.21E 3130886.54148.54 LF 12" PVC390.80 LF 8" PVC180.06 LF 8" PVC159.31 LF 8" PVC42.44 LF 8" PVC338.38 LF 8" PVC 38.04 LF 8" PVC 135.33 LF 8" PVC 92.47 LF 8" PVC78.37 LF 8" PVC30.32 LF 8" PVC105.19
LF
8
"
PVC
406.42 LF 8" PVC
284.85 LF 8" PVC 111111122222222222444666666679REMOVE & REPLACE ASPHALTPER CITY OF FORT COLLINSCURRENT CODE. SEE STREETCUT NOTE THIS SHEET.PROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP CONC HEADWALLPROP RIPRAPEX POND 100TYPTYPSTA 21+44.97, 14.20' LTPROP FH ASSY.N 1472023.15E 3130502.52247.03 LF 8" PVC369.84 LF 8" PVC41.17 LF 8" PVC169.09 LF 8" PVC34.82 LF 8" PVCWATERLINE SWATERLINE PWATERLINE PWATERLINE PWATERLINE PWATERLINE QWATERLINE QWATERLINE QWATERLINE DWATERLINE RWATERLINE RSTA 20+41.02, 38.10' RTPROP FH ASSY.N 1472194.09E 3131171.41ASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
WATER PLANC-0474784AUGUST 16, 2023105001JRGJRGJRGMATCH LINESEE SHEET C-048Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'048040041042043046045044049049047048MATCH LINESEE SHEET C-046MATCH LINE/ SEE SHEET C-049
NOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORMLINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESSNOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATERTIGHT JOINTS, UNLESS NOTED OTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SHALL BE 4" UNLESS NOTEDOTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTEDOTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVEMATERIALS, OR FLAMMABLE/ COMBUSTIBLE LIQUIDS (ASDEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS, (HMIA) COMPLETED AND SUPPLIED TO THEPLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTINGUNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG W/ MANHOLENOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORMLINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESSNOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATERTIGHT JOINTS, UNLESS NOTED OTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SHALL BE 4" UNLESS NOTEDOTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTEDOTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVEMATERIALS, OR FLAMMABLE/ COMBUSTIBLE LIQUIDS (ASDEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS, (HMIA) COMPLETED AND SUPPLIED TO THEPLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTINGUNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG W/ MANHOLENOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORMLINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESSNOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATERTIGHT JOINTS, UNLESS NOTED OTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTEDOTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTEDOTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVEMATERIALS, OR FLAMMABLE/ COMBUSTIBLE LIQUIDS (ASDEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS, (HMIA) COMPLETED AND SUPPLIED TO THEPLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTINGUNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG W/ MANHOLE1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITSSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWF11111111111111111111
5111111 511
15111111
1111111115
55552101023
33333233 33332222252222222222
2
2
222
2 22 222222222222222 222222
3
3
222 2222
22
4
444
44
444424244
4 2444 444444466666666666
6 66666
6666
6666666679797979797979
79
7 9792TURNBERRY RD (CR 11)
WATERS EDGE SECOND FILING
IRRIGATION DITCHNO. 8 DITCHBLOCK 9LIND PROPERTYREC. NO.200030150497STERNWHEELER DR
FAIRWATER DR
TRACT BLIND PROPERTYREC. NO.200030150497W. P. ELDER RESERVOIR OUTLETCANALPOND 200NO. 8 DITCHEX POND
10011111111111111111111511111151115111111115521010233333333335222222222222222222222222222222222222233222222222444442424442444444444466666666666666666666667979797979797979EX POND
1003233343536373839BLK15FIELD VIEW ROADRICHARDS LAKE ROAD(TWO LANE ARTERIAL)15''SAN15''SAN15''SAN15''SAN15''SAN15''SAN15''SAN15''SAN15''SAN15''SANGGGGGGGGEEEEEEESSSSSSSSWWWWWWWWEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGSTA 12+84.85, 0.00'8" 90° BEND W/ TBN 1471369.93E 3130706.35STA 12+98.86, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (N) & TBN 1471369.95E 3130720.35STA 18+52.81, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (N) & TBSTA 18+66.33, 0.00'12" x 12' x 8" TEE W/ 12" BFV (E), 8" GV (W) & TB55POC PROP 12" SANITARYSEWER TO EX 15"SANITARY SEWER79POC PROP 12" SANITARYSEWER TO EX 15"SANITARY SEWERREMOVE & REPLACE ASPHALT PER CITY OF FORT COLLINSCURRENT CODE. SEE STREET CUT NOTE THIS SHEET.PROP LIMITS OF DEVELOPMENTEX POND OUTLETSTRUCTURE553.96 LF 8" PVC13.52 LF 8" PVC14.00 LF 8" PVCWATERLINE SWATERLINE SWATERLINE SEX PROPERTY BOUNDARYEX POND 10029303132RICHARDS LAKE ROAD(TWO LANE ARTERIAL)15''SAN15''SAN15''SANGGEGEESS SWWWEEWWSSSTA 56+19.61, 0.00' RT12" 90° BEND W/ TBN 1471370.72E 3131310.97STA 56+42.75, 0.00'12" x 12' x 8" TEE W/ 12" BFV (E), 8" GV (W) & TBN 1471370.69E 3131287.83STA 58+44.51, 0.00' RTCUT IN 12" x 12" TEE, 12" BFV (N) & TBN 1471168.93E 3131287.82STA 18+52.81, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (N) & TBN 1471370.68E 3131274.30STA 18+66.33, 0.00'12" x 12' x 8" TEE W/ 12" BFV (E), 8" GV (W) & TBN 1471370.69E 3131287.83334EX PROPERTY BOUNDARYPROP CONC WINGWALL/ RETAINING WALLPROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENTPROP TEMPORARYCONSTRUCTION EASEMENTEX FH23.14 LF 12" PVC201.76 LF 12" PVC 13.52 LF 8" PVCREMOVE & REPLACE ASPHALT PER CITY OF FORT COLLINSCURRENT CODE. SEE STREET CUT NOTE THIS SHEET.WATERLINE DWATERLINE DWATERLINE SEX PROPERTY BOUNDARYASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
WATER PLANC-0484884AUGUST 16, 2023105001JRGJRGJRGMATCH LINESEE SHEET C-049Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'048040041042043046045044049049047048MATCH LINE
SEE SHEET C-048 (SEE ABOVE)
MATCH LINE
SEE SHEET C-048 (SEE BELOW)MATCH LINESEE SHEET C-047
NOTES.1.10' SEPARATION BETWEEN WATER, SEWER, AND STORMLINES SHALL BE PROVIDED.2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESSNOTED OTHERWISE.3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATERTIGHT JOINTS, UNLESS NOTED OTHERWISE.4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTEDOTHERWISE.6.ALL WATER SERVICES SHALL BE 34" UNLESS NOTEDOTHERWISE.7.HAZARDOUS MATERIAL: TOXIC, CORROSIVE, OR REACTIVEMATERIALS, OR FLAMMABLE/ COMBUSTIBLE LIQUIDS (ASDEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS, (HMIA) COMPLETED AND SUPPLIED TO THEPLANNING DEPARTMENT AND THE FIRE DEPARTMENT.8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTINGUNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.EXISTING LEGENDEXISTING FIBER OPTIC LINEEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANIARY SEWER LINEEXISTING STORM SEWER LINEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER CLEANOUTEXISTING LIGHT POLEPROPOSED 8" OR 12" PVC SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" OR 12" PVC WATERPROPOSED LEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKPROPOSED LIGHT POLEKEY NOTE LEGENDPROPOSED 8" PVC SANITARY SEWER LINEPROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETSC-040 TO C-049)PROPOSED FIRE HYDRANTPROPOSED 12" PVC SANITARY SEWER LINEPROPOSED STORM SEWER LINEPROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOPPROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOPPROPOSED 4" SANITARY SEWER SERVICE W/ C.O.PROPOSED 6" SANITARY SEWER SRVC W/ C.O.12345678910PROPOSED WATER SERVICEPROPOSED SANITARY SEWER SERVICEWSPROPOSED ELECTRIC SERVICEPROPOSED GAS SERVICEEG W/ MANHOLESSSSEEEEEEEEEE
EGGGGGGGGGGGEEEEEEEEGGGGGGGGGGEEGGEEEEEEEEEGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEG
E
GGEEEEE
EEEEEE
EE
EE GGGGGGGG
GG G
G
G
EEEEEEEEEGGGGGG
G
G
GGGGEEEEE
EGGEGGGGEEEEGGEEGGGGGGGGEEEEEEEEEEEEEEEEEEGGGGGGGGG
GEEEEEEEEGGGGGGGG
G
G
EE
GEGG
EEEEG
GGGGGEEGGGG
GGGG
GG G
EE
E
E
EE EEE
EEE
G GGEEGGGGGGGGGGGGGGEEEEEEEEEEEEEEGGGGGGGGGGGEEEEEEEEEEEG
EEEEEEEEEEEEGGGGGGGGGGGGEEE
G
GGGGGGGGG GG
GGGG
G GEEEEEEEEE EEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGEEEEGGGGEEGEEGEEGGEEEEEEGGGGGGGGEEEEGGGGGEEGGEEEGGGGGGEEEE
EEE
GGGGGG
GGGEEG
EEEEEEEEEEGGGGGGGGGGEEEEE
GGGGGG
E
EEEEGG
GGGGGEEEEEGGGGEEEGGGEEEE EEEEGGGGGGGGGGGEEEEGG
GEE
SW
SW
GGG
SWSW
SWSWSWSWSWWSWGEEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGE
GEGEGEGEGEGEGEGEGEGE
G
E
G
EG EEGEGEGEGEGEGEGEGEGEG
EG
EG
EGEGEGEGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEGGGSSSGGGGSSSGGGSSSSGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGEGEGEGEGEGEGEGEGEGEGEG
EG
EG
EG
EG
EG
EGEGEGEG
EGE
G
E
G
EG
EG
EG
EG
EG
EG
EG
EG
E
G
EG
EGEGEGEGEGSSSSSSSSSSSSSSSSSSSSSS
S
S
S SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
S
S
S
SS
SSSSSSSSSSSSSSSSSSSSSSS SSS
S
SSS
SSSS
SS
S
S SSSSSSSSSSSSSSSSSS
SS
S
SSS
SSS
S
S
SSS
S
SS
S
S
SSSSS
S
SWWWWWW
W WWWWWWWWWWW
WWWW
WWWWWWSS
SSSS
SSSSS
SSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS
SSSSSSSSSS
SSSS
S S S SSSSSSS SSSS
SSSSSDPDPDP
S
DPDP
SSSSSS
S
S
S WWWWWWWWWWWWWWWWWWWWW
W
W
WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDPWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWSW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWW
W WW
W
WWWWW
WW
W
W
W
W
W
W
W
WWWWW
W
WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW W W
WWWWW
W W W W W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
WWS WWWWWWWSWSWSWSSS
W
W
W
W
W
W
W
W
W
W SSSSSSS WWWWWWWSSSSSWW
W
W
W
W
W
W
W
WW
W
WWWWW
WWWWW
GESWEEEEEEEWWWWWWWSSSSSSGGGGGGGEEEEEEEEEWWWWWWWWWSSSSSSSSSGGGGGGGGGGGGGSSSE
EEEEWWWWW
W SSSSGSSWWWWFFF
FWFFWWFWF SSSSSSSSWFWWFFWFTURNBERRY RD (CR 11)W. P. ELDER RESERVOIR OUTLETCANAL1 234BLK1BLK1BLK1 567891011BLK256BLK3BLK4BLK5BLK6BLK71234876 591011121615141378 9101413 1211 1234 8 7 6512 3 654 78 9101413121113121415161718BLK1BLK1BLK119202122 2324252627282930313236 3534331 2 34 5 67 8910111213141516171819 2021BLK4BLK7BLK51 234567 8910111213141516171819202122 1234 567 89101112131415161718192021BLK8BLK9BLK9BLK8BLK10BLK10BLK11BLK12BLK14123456789BLK15123456789101112131415BLK15BLK1516171819202122232425262728293031323334353637383911621531441351261171089BLK15BLK15BLK16BLK17BLK19BLK18BLK21123456 789101112123456789101234678911101213145123456789101112131415161718192021221234567891011121314151
2
3
4
5
6
7
8
9
10
11
15
16
17
18
12
13
14
19202122
2324
25
262728
293231303351
50
49
48
37
36
35
34
40
39
38
44
43
42
41
47
46
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
456789101112131415161718192021222324252627302928313433323538
37
36
39
41
40
42
17
16
15
18
19
20
21
24
23
22
25
26
27
282930
3132333435 3637 38BLK11BLK14434445464748495051525354556362616059585756BLK12BLK12BLK12871 243124 3 5
6161596.0'BLK2BLK3BLK1BLK20MORNING STAR DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
STERNWHEELER DRIVE
CLARION LANE BRIGHTWATER DRIVESTERNWHEELER COURTCLIPPER WAYFIELD VIEW ROADGREENSPACE WAYFORUM ROAD
HIGH MEADOW ROAD
WELLNESS ROAD
W
E
L
L
N
E
S
S
R
O
A
D
HIGH MEADOW ROADHIGH MEADOW ROADSTARDUST WAY
TRAI
L
W
A
Y
R
O
A
D WALKING STICK WAYPATHWAY ROADPARKLAND ROADHIGH MEADOW ROADFIELD POINT WAYSTERNWHEELER
DRIVE
MEADOW LARK ROADWANDER TRAILNATURE PARK WAYNATURE PARK WAYGREENSPACE ROAD GREENSPACE ROAD GRASSLAND ROADMOORLAND WAYPARKLAND WAYAMBLE LANEPLAY PARK LANEPLAY PARK
LANETRAILS CROSSING LANETURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEFAIRWATER DRIVE
STERNWHEELER DRIVE
BAR HARBOR DRIVE
RICHARDS LAKE ROAD(TWO LANE ARTERIAL)RICHARDS LAKE ROAD(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)
TURNBERRY ROAD(TWO LANE ARTERIAL)
TURNBERRY ROAD
(TWO LANE ARTERIAL)TURNBERRY ROAD
(TWO LANE ARTERIAL)BRIGHTWATER DRIVEMORNING STAR DRIVEMOORLAND WAYPARKLAND WAYAMBLE LANEPATHWAY LANEPATHWAY LANEPATHWAY LANESTE
R
N
W
H
E
E
L
E
R
DRI
V
E
TRAILS CROSSING LANET
R
A
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E AMBLE LANEMFBUILDING 1MFBUILD
ING 2MFBUILDING 3MFBUILDING 4MFBUILDING 17MFBUILDING 18MFBUILDING 15MFBUILDING 16MFBUILDING 5MFBUILD
ING 6MFBUILDING 7MFBUILDING 8MFBUILDING 14MFBUILDING 9MFBUILDING 10MFBUILD
ING 11MFBUILDING 12MFBUILDING 13PATHWAY ROADPRIVATE
STREETPARKLAND ROADPRIVATE STREETCONSERVATION TRAILPRIVATE STREETCONSERVATION TRAILPRIVATE STREETBUILDING A3 STORY12 UNIT
BUILDING B3 STORY11 UNITBUILDING C3 STORY12 UNIT
BUILDING D3 STORY12 UNIT BUILDING E3 STORY12 UNITBUILDING F3 STORY12 UNITBUILD
ING G3 STORY12 UNITBUILDING H3 STORY12 UNITRICHARDS LAKE RDB
E
A
C
H
CO
M
B
E
R
L
A
N
E
B
R
IG
H
TW
A
T
E
R
D
R
I
V
E
SEAFARERBOWSIDE
DR
IVEGALEWIND LANEFLAGSHIP DRIVECLARION LANE
THOREAU ROADTHOREAU ROAD DR
IVE 11111111111111111111
5111111 511
15111111
1111111115555 52101023
3333
3233 3333222 2252222222222
2
2
222
2 22 222222222222222 222222
3
3
222 2222
22
4
444
44
444424244
4 2444 444444466666666666
6 66666
6666
6666666679797979797979
797 9792TURNBERRY RD (CR 11)
WATERS EDGE SECOND FILING
IRRIGATION DITCHBLOCK 9LIND PROPERTYREC. NO.200030150497STERNWHEELER DR
FAIRWATER DR
TRACT BLIND PROPERTYREC. NO.200030150497W. P. ELDER RESERVOIR OUTLETCANALPOND 200NO. 8 DITCHEX POND
100111111111111111111115111111511151111111155521010233333333335222222222222222222222222222222222222233222222222444442424442444444444466666666666666666666679797979797979795GGGGEEEEEEGE GWWWWWWSSSSSSDPSW G9101112131415BLK156HIGH MEADOW ROAD12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TB12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TBSTA 20+75.84, 0.00'12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TB460.51 LF 12" PVC3EX PROPERTY BOUNDARYPROP DRAINAGE EASEMENTPROP DRAINAGEEASEMENTNO. 8 DTICHWATERLINE D5G G GEEEEE
EEEEEEEEEEEGGGGGGGGGGGGGGEEEWWSSSSSSSSSSSSSSSSSS
SS
WWWWWWWWWWWWW W WWWEW
BLK15161718192021222324252627282989BLK15810HIGH MEADOW ROAD
STA 48+43.15, 0.00' LT12" 22.5° BEND W/ TBN 1472139.80E 3131273.30STA 49+44.08, 0.00'12" 22.5° BEND W/ TBN 1472046.26E 3131311.19STA 53+35.55, 0.00' LT12" x 12' x 8" TEE W/ 12" BFV'S (N & S) & TBN 1471654.79E 3131311.19STA 18+52.81, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (N) & TBN 1471370.68E 3131274.30STA 18+66.33, 0.00'12" x 12' x 8" TEE W/ 12" BFV (E), 8" GV (W) & TBN 1471370.69E 3131287.83148.54 LF 12" PVC100.93 LF 12" PVC391.47 LF 12" PVC284.06 LF 12" PVC 33.98 LF 8" PVC5532244679PROP TEMPORARYPROP CONC DROP STRUCTUREPROP DITCH EASEMENTPROP TOP (TOP OF BANK) OF NO. 8 DITCHPROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCHEX PROPERTY BOUNDARYPROP CONC HEADWALLW/ ORIFICE CONTROLPROP RCP STORM SEWEROUTLET TO NO. 8 DITCHTYPTYPSTA 10+33.98, 33.98' RTPROP FH ASSY.N 1471688.77E 3131277.21STA 10+33.98, 0.00'8" x 6" SWIVEL TEE W/ 6" GV (n) & TBN 1471654.79E 3131277.21WATERLINE DWATERLINE DWATERLINE PASPEN0'SCALE: 1" = 40'40'80'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: SONDERS EAST
FORT COLLINS, COLORADO
WATER PLANC-0494984AUGUST 16, 2023105001JRGJRGJRGMATCH LINESEE SHEET C-048Street Cut NoteFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'048040041042043046045044049049047048MATCH LINE
SEE SHEET C-047
MATCH LINESEE SHEET C-049 (SEE LEFT)MATCH LINESEE SHEET C-049 (SEE RIGHT)MATCH LINESEE SHEET C-046