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PRECISION TECHNOLOGY - FDP200029 - - UTILITY PLANS
PROJECT SITETECHNOLOGY PARKWAY LADY MOON DRIVE ZIEGLER ROAD CINQUEFOIL LANEROCK CREEK DRIVEPRECISION DRIVELE FEVER DRIVETIMBERWOOD DRIVEHARMONY ROADPRECISION TECHNOLOGY LLC 12/09/2020U200151" = 500'1" = N/APRECISION TECHNOLOGY 12/8/2020 2:44:29 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER SME NKS C0.0024COVER SHEET1 UTILITY PLANS FORPRECISION TECHNOLOGYLOT 2 OF HARMONY TECHNOLOGY PARK FIFTH FILING SITUATED IN THE NORTHWEST QUARTEROF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN,CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADODECEMBER 2020THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITYFOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLYRESPONSIBILITY BY THE REVIEWING DEPARTMENT, THELOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FORACCURACY AND CORRECTNESS OF THE CALCULATIONS.FURTHERMORE, THE REVIEW DOES NOT IMPLY THATQUANTITIES OF ITEMS ON THE PLANS ARE THE FINALQUANTITIES REQUIRED. THE REVIEW SHALL NOT BECONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIALRESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONALQUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIREDDURING THE CONSTRUCTION PHASE.I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANSWERE PREPARED UNDER MY DIRECT SUPERVISION, INACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINSAND STATE OF COLORADO STANDARDS AND STATUTES,RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FORTHE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORDCONDITIONS THAT I HAVE NOTED ON THESE PLANS.NATE STROUD, PE #52985 DATECERTIFICATION STATEMENTDISCLAIMER STATEMENTOWNER / APPLICANTPRECISION TECHNOLOGY, LLC3420 PRECISION DRIVEFORT COLLINS, CO 80528CIVIL ENGINEERUNITED CIVIL DESIGN GROUP, LLC1501 ACADEMY CT., STE 203FORT COLLINS, CO 80524PHONE: (970) 530-4044CONTACT: NATE STROUDPLANNER/LANDSCAPE ARCHITECTRUSSELL + MILLS STUDIO506 S COLLEGE AVE, SUITE AFORT COLLINS, CO 80524PHONE: (970) 484-8855CONTACT:ARCHITECTTHE ARCHITECTS STUDIO405 MASON COURT, #115AFORT COLLINS, CO 80524PHONE: (970) 482-8125CONTACT:SURVEYORKING SURVEYORS650 EAST GARDEN DRIVEWINDSOR, CO 80550PHONE: (970) 686-5011CONTACT: PAUL GROVESUTILITYPROVIDERCONTACTPHONEWATERCITY OF FORT COLLINS UTILITIESWES LAMARQUE(970) 416-2418WASTEWATERSOUTH FORT COLLINS SANITATION DISTRICTCHRIS PLETCHER(970) 226-3104STORMWATERCITY OF FORT COLLINS UTILITIESMATT SIMPSON(970) 416-2754POWERCITY OF FORT COLLINS LIGHT & POWERAUSTIN KREAGER(970) 2246152NATURAL GASXCEL ENERGYSTEPHANIE RICH(970) 225-7828TELECOMCENTURYLINKROBERT RULI(970) 490-7503CABLE COMCASTDON KAPPERMAN(970) 567-0245Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of theinformation shown.UTILITY PROVIDERSCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROJECT COORDINATESPROJECT DATUM: NAVD 88.BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK "3-02"NORTHEAST CORNER OF THE INTERSECTION OF KECHTER ROAD AND ZIEGLER ROAD ON THE NORTHWESTCORNER OF A CONTROL GATE TO AN IRRIGATION STRUCTURE.ELEVATION=4918.60HORIZONTAL DATUM:COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM.HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK SOLUTIONNOTE:1.ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OFTHE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TOUSING THEM FOR ANY PURPOSES.2.THESE DRAWINGS ARE AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES,SCALE AT 0.99973332 (1.00026675) ABOUT THE ORIGIN 0,0.CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:PAGE #SHEET #SHEET NAME1C0.00COVER SHEET2-3C0.01-C0.02GENERAL NOTES4C1.00EXISTING CONDITIONS AND REMOVALS PLAN5C2.00HORIZONTAL CONTROL PLAN6C3.00OVERALL UTILITY PLAN7 - 9C3.10 - C3.12STORM SEWER PLAN & PROFILES10C4.00OVERALL GRADING & EROSION CONTROL PLAN11 - 12C4.10 - C4.11DETAILED GRADING PLANS13C5.00DRAINAGE PLAN14 - 24C6.00 - C6.10CONSTRUCTION DETAILSSHEET INDEXPROJECT TEAMVICINITY MAP1"=500'All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTPREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/8/2020 2:44:31 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER SME NKS C0.0124GENERAL NOTES2 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 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 Engineer. All discrepancies identified during the field inspection must becorrected before the 2-year warranty period will begin.12.The developer installing signs shall be responsible for locating and protecting all underground utilities.13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the City of Fort Collins Traffic Engineerreserves the right to require additional signage and/or striping if the City of Fort Collins 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 two year warranty period for new construction(except fair wear on traffic markings).15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.FORT COLLINS-LOVELAND WATER AND SOUTH FORT COLLINS SANITATION DISTRICT NOTES1.All water and sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District standardsand specifications.2.Construction of water and sewer facilities require a pre-construction meeting with District operations staff prior to construction.3.Contractor shall notify district inspectors prior to starting work.4.Contractor shall contact the sanitation district for sewer inspection 48-hours prior to connecting to existing sewer stubs.5.All commercial domestic services require a reduced pressure backflow prevention device.6.All water service lines shall be a minimum of (5) five feet and a maximum of (6) six feet below final grade.7.All District valves shall only be operated by District operations staff.8.Pipe pressure and vacuum testing shall be witnessed by District inspectors. Waterline bacteria tests shall also be taken by District inspectors.9.Once the system is operational and all tests have passed, contractor shall request substantial completion with a letter to the District that includes the dollar value of thewater and sewer improvements, listed separately.10.As-builts shall be submitted in pdf and dwg to the District for final approval.11. If groundwater is encountered within depth of sewer construction, manholes must be water-proofed.LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002GENERAL NOTES1.All materials, workmanship, and construction of public improvements shall meet or exceed the Standards and Specifications set forth in the Larimer County Urban AreaStreet Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the mostrestrictive standard shall apply. All work shall be inspected and approved by the local entity.2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the local entity engineer. Use of 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,for any 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 theseplans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the local entity, and its officers andemployees, 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 toverify the existence and location of all underground utilities along the route of the work before commencing new construction. The developer shall be responsible forunknown underground utilities.7.The developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, tohave all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative.Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the developer to relocate all existing utilities thatconflict 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 witha minimum disruption of service. The developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as theutility companies.11.No work may commence within any public storm water, sanitary sewer or potable water system until the developer notifies the utility provider. Notification shall be aminimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior tocommencement of any work.12.The developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should 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 is 5.5 fee 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 QualityControl Division, (303) 692-3590), the storm water management plan, and the erosion control plan.16.The local entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage 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 thestorm water utility department. Certification shall be submitted to the storm water 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 Storm Water 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 including but not limited to City of Fort Collins, South Fort Collins Sanitation District and Fort Collins-Loveland Water District shall not be responsible forany damages or injuries sustained in this development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or otherdamage 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 inthe development.19.All recommendations of the final drainage and erosion control study entitled "Precision Technology" prepared by United Civil Design Group LLC, and dated December 9,2020, shall be followed and implemented.20.Temporary erosion control during construction shall be provided as shown on the erosion control plan. All erosion control measures shall be maintained in good repair bythe 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 activityhas been provided, the developer may commence work in the engineers absence. However, the local entity reserves the right not to accept the improvement ifsubsequent testing reveals an improper installation.24.The developer shall be responsible for obtaining soils tests within the public right-of-way after right-of-way grading and all utility trench work is complete and prior to 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 theapproved plans 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 beallowed on the streets.26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of 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.Portions of Larimer County are within overlay districts. The Larimer County floodplain resolution should be referred to for additional criteria for roads within these districts.28.All road construction in areas designated as wild fire hazard areas shall be done in accordance with the construction criteria as established in the wild fire hazard areamitigation regulations in force at the time of final plat approval.29.Prior to the commencement of any construction, the contractor shall contact the local entity forester to schedule a site inspection for any tree removal requiring a permit.30.The developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHAPublication 2226, Excavating and Trenching.31.The developer shall submit a construction traffic control plan, in accordance with MUTCD, to the appropriate right-of-way authority. (local entity, county 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 asmay be required by the construction activities.32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact local entity traffic operations department, who 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.33.The developer is responsible for all costs for the initial installation of traffic signing and striping for the development related to the development's local street operations. Inaddition, the developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the development.34.There shall be no site construction activities on Saturdays, unless specifically approved by the local entity engineer, and no site construction activities on Sundays orholidays, unless there is prior written approval by the local entity.35.The developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated tobe provided, installed, or constructed, unless specifically noted otherwise.36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the designer for clarification, and annotatethe dimension on the as-built record drawings.37.The developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of anypermits and extension agreements needed for the job.38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the developer shallcontact the designer and the local entity engineer immediately.39.The developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the local entity's inspectorat all times. Upon completion of the work, the contractor(s) shall submit record drawings to the local entity engineer.GENERAL NOTES (CONTINUED)40.The designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings.The information shall be as follows:PROJECT DATUM:NAVD 88.BENCHMARK #1: FORT COLLINS 3-02NORTHEAST CORNER OF THE INTERSECTION OF KECTHER ROAD AND ZIEGLER ROAD ON THE NORTHWEST CORNER OF A CONTROL GATE TO AN IRRIGATION STRUCTURE.ELEVATION=4918.60HORIZONTAL DATUM:COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM.HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK SOLUTIONNOTE:THESE DRAWINGS ARE AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES, SCALE AT 0.99973332 (1.00026675) ABOUT THE ORIGIN 0,0.41.All stationing is based on centerline of roadways unless otherwise noted.42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, 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.43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall bedocumented by the local entity construction inspector before any cuts are made. Patching shall be done in accordance with the local entity street repair standards. Thefinished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut 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 localentity engineer and/or the local entity inspector at the time the cuts are made.44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the gradesand condition as required by these plans.45.Standard handicap ramps are to be constructed at all curb returns and at all "T" intersections.46.After acceptance by the 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.47.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: none.48.Approved variances are listed as follows: None.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 in Fort Collins.4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has beeninspected and approved by the local entity engineer.5.Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed.6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall bedocumented by the inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, reconstruction and repair. The finishedpatch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the local entity engineer. All overlay work shallbe 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 MUTCD (including Colorado supplement) and as per the right-of-waywork permit traffic control plan.8.The developer is required to perform a gutter water flow test in the presence of the local entity inspector and prior to installation of asphalt. Gutters that hold more than 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 pneumatic tiresinflated to not less than 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 performed in the presence of an inspector.STORM DRAINAGE NOTES1.All street, sanitary sewer, storm sewer and water construction shall conform to City Standards and Specifications current at date of execution of the DevelopmentAgreement pertaining to this development. Any construction occurring three years after the execution of the development agreement shall require re-examination of theplans by the Director who may require that they be made to conform to standards and specifications current at that time.2.The type, size, location, and number of all known underground utilities are approximate as shown on the drawings. It shall be the responsibility of the contractor to verifythe existence and location of all underground utilities along the route of the work. Before commencing new construction, the contractor shall be responsible for locatingunknown underground utilities.3.These plans have been reviewed by the City for concept only. The review does not imply responsibility by the reviewing department, the City Engineer, or the City foraccuracy or correctness of the calculations. Furthermore, the review does not imply that the quantities of the items on the plans are the final quantities required. Thereview shall not be construed in any reason as acceptance of financial responsibility by the City for additional quantities of items shown that may be required during theconstruction phase.4.Prior to the commencement of any construction, the contractor must give the City Engineering Department (970-221-6605) and the Erosion Control Inspector(970-221-6700) twenty-four (24) hours advance. Initial erosion control measures must be installed and a site inspection by the Erosion Control Inspector is requiredbefore commencing construction activities.5.Maintenance of onsite drainage facilities shall be the responsibility of the property owners.6.All recommendations of the final drainage and erosion control study entitled "PRCS Precision Tech II" prepared by United Civil Design Group LLC, and dated April 22,2020, shall be followed and implemented.7.Prior to final inspection and acceptance by the City, certification of the drainage facilities by a Colorado registered professional engineer must be submitted to andapproved by the City Stormwater Department. (including the applicable note as set forth below)For commercial and multi-family developments, certification of all drainage facilities shall be submitted to the City Stormwater Department at least two weeks prior to therelease of a certificate of occupancy. Individual lot certification, elevation certification, or floodproofing certification, as specified in the development agreement, must besubmitted to the City Stormwater Department at least two weeks prior to the release of a certificate of occupancy for such lot.For single family developments, certification of all drainage facilities must be submitted to the City Stormwater Department in accordance with all conditions asprescribed by the development agreement associated with this development. Individual lot certification, elevation certification, or floodproofing certification, as specifiedin the development agreement, must be submitted to the City Stormwater Department at least one week prior to the release of a certificate of occupancy for such lot.8.If dewatering is used to install utilities, and discharge will be into the street, gutter, storm sewer, channel, irrigation ditch, or any waters of the State a State ConstructionDewatering Industrial Wastewater Discharge Permit is required.9.All land disturbing activities greater than or equal to one acre must comply with the State of Colorado permitting process for Stormwater Discharges Associated withConstruction Activity. For more information contact the Colorado Department of Public Health and Environment, Water Quality Control Division, at 303-692-3500 or referto the web site at http://www.cdphe.state.co.us/wq/PermitsUnit/.10.Benchmark: See General Note Number 40.11.If fill or dredged material is discharged into waters of the United States, a USACE 404 permit is required.12.If construction affects any Colorado Highway, a Colorado Department of Transportation right-of-way permit is required.CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/8/2020 2:44:32 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER SME NKS C0.0224GENERAL NOTES3CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTESGeneral 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 asan attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutantsfrom leaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction ControlMeasures and should be used to identify and define what is needed on a project.2)The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the 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 stabilization ofthe 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 factprotected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspectionswell in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation beforeconstruction activities commence is an automatic “Notice of Violation” and can result in further enforcement actions.5)The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includesbut is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed forremoval, 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 currentstate and progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City ErosionControl Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions,with updates being initialed and dated. These site inspections and site condition updates shall be made available upon request by the City.9)All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but notlimited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language forCity, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shallbe responsible to comply with all of these aforementioned laws and regulations.10)The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering,Clean Water Act, Army Corps of Engineers' 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permitsor copies shall be made available upon request by the City.11)The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, andself-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 orsite conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible forany explanations, interpretations, or supplementary data provided by others.13)All Control Measures shall be installed in accordance with the Manual.14)The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority.15)As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. 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 tocause their release into any drainage way.18)Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection 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 constructionsites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic.19)Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review andacceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures' details shall besubmitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance withsound engineering and 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 phasingconstruction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also includewhen practical advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred.Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities asmuch 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/or other permanent erosion control is installed.24)No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening,watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code§12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activitiesor abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department priorto using the area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented.25)All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion ControlMeasures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, anderosion control 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 shallbe thoroughly cleaned out.27)All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through 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 throughuse of Control Measures.30)No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding orpermanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any projectthat is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion ControlInspector. During a season when seeding does not produce vegetative cover, anothertemporary erosion control shall be implemented with or until temporaryseeding or permanent erosion control can be performed.31)All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet on thosecases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection on thatdown 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 inlets locatednear 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 shall beremoved 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 Control Inspector.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 close proximity tothe work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition that couldimpact water quality.Outdoor Storage or Construction Site Materials, Building Materials, Ferilizers, 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, theyshould be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall bestored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. Thesecondary containment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interimstormwater structures or drainage ways 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 bemonitored as part 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. Allrequired practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing constructionactivities until the wind 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 ControlMeasures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall bemonitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. Iffrequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall be implemented. These Control Measuresshall 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. TheDeveloper shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site.Concrete Saw Cutting 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 properand legal 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. Wherenot able to cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on thecontainer. The Developer is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers.46)Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also 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.This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways.Other Site Operations and Potential Spill 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 theCity of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major, orhazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been notified and is on route, County HealthDepartment (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill Hotline Incident Reporting have beencontacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall be cleaned up immediately.48)Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have provento cause 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 workingdays of final grading.52)Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 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 otherareas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification.55)All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. Theuse of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has beenestablished. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seedwill be able to germinate on the steep slopes. During a season when seeding doesnot produce vegetative cover, another temporary erosion control shall beimplemented alongwith, 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%) vegetativecover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: ConstructionControl Measures.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 ControlMeasure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point atwhich the site has been deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. Allmeasures shall be removed within 30 days after final stabilization is achieved.58)The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has 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 sitewill be considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties.PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com LOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGLOT 1HARMONY TECHNOLOGY PARKFOURTH FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGTRACT AHARMONY TECHNOLOGY PARKSIXTH FILINGLOT 1HARMONY TECHNOLOGY PARKFIFTH FILINGPRECISION DRIVELOT LINELOT LINELOT LINELOT LINE9' UTILITY EASEMENT64' ROWS89° 53' 52"W 543.76'S00° 06' 08"E 297.38'L=15.85' R=643.00'∆=1.41°S74° 16' 17"E 314.89'L=176.73'R=577.00'∆=17.55°N88° 10' 47"E 63.05'EXISTING STORM SEWEREXISTING 8" PVC SANITARY SEWEREXISTING 12" WATER30' UTILITY& DRAINAGEEASEMENT45' UTILITY & DRAINAGEEASEMENTEXISTING BARRIER C&GEXISTING GAS LINEEXISTING ELECTRICEXISTING FIBER/TELECOM2' WIDE SAWCUTREMOVE EXISTING ASPHAL AND CURB & GUTTERSAWCUT EXISTING PAVEMENTREMOVE EXISTING ASPHALTAND CURB & GUTTEREXISTING 2.5' VERTICAL CURB & GUTTEREXISTING FLARED END SECTION TO BEREMOVED AND REPLACED WITH AREA INLET(SEE DETAILS AND UTILITY PLANS FORMORE INFORMATION)24" CMP W/ FESINV. = 4903.8418" RCP W/ FESINV. = 4913.18EXISTING BIORETENTION PONDEXISTING CONCRETE PANREMOVE 70 LF OF EXISTING CONCRETE PAN30" RCP36" RCP36" RCP30" RCP24" CMP24" RCPPROPERTY CORNERN:1432216.26E:3136472.75PROPERTY CORNERN:1432622.08E:3135916.12PROPERTY CORNERN:1432623.05E:3136459.88PROPERTY CORNERN:1432421.32E:3136466.29PROPERTY CORNERN:1432324.70E:3135916.65PROPERTY CORNERN:1432213.73E:3136402.20PROPERTY CORNERN:1432235.23E:3136235.06PROPERTY CORNERN:1432320.59E:3135931.96EXISTING SIDEWALKEXISTING SIDEWALKEXISTING BARRIER C&GEXISTING GAS MARKEREXISTING ELECTRIC MARKEREXISTING TREE TO REMAINEXISTING TREE TO REMAINEXISTING TREE TO REMAINEXISTING TREE TO REMAINEXISTING SHRUBS ANDIRRIGATIONS BOXES TO REMAINEXISTING SHRUBS, LANDSCAPING, ANDIRRIGATIONS BOXES TO REMAINEXISTING TREE TO REMAINEXISTING SHRUBS, LANDSCAPING, ANDIRRIGATIONS BOXES TO REMAINREMOVE EXISTING TREE AND SHRUBSREMOVE EXISTING TREEEXISTING FIRE HYDRANTEXISTING FIRE HYDRANTEXISTING 6" SANITARY SERVICE STUBEXISTING STORM SERVICE STUBN01° 49' 13"W 201.84' N01° 49' 13"W 205.50'REMOVE EXISTING SIDEWALK BARRICADEPRECISION TECHNOLOGY LLC 12/09/2020U200151" = 30'1" = N/APRECISION TECHNOLOGY NORTH 12/8/2020 2:44:47 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C1.00 - EXISTING CONDITIONS & REMOVALS.DWGC1.00 - EXISTING CONDITIONS & REMOVALSSME NKS C1.0024EXISTING CONDITIONS & REMOVALS PLAN030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FO R CON S T RU C T ION PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com4LEGENDPROPERTY BOUNDARYRIGHT OF WAYEASEMENTCENTERLINEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURLIMITS OF DISTURBANCEREMOVE EXISTING CURB &GUTTERREMOVE EXISTING FENCESAWCUT LINEREMOVE EXISTINGUTILITY LINEREMOVE & PATCHEXISTING ASPHALTREMOVE & REPLACEEXISTING CONCRETEREMOVE EXISTING TREEREMOVE EXISTINGUTILITY STRUCTURE1.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURESTHAT ARE NOT TO BE REMOVED ADJACENT TO THECONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,PAVEMENT, PRIVATE FENCES, ABOVE GROUND ORUNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUNDFOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FORANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE,PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THECONSTRUCTION PROCESS FOR THIS PROJECT.2.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEERDOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THECONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITYCOMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANYCONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.3.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THENEAREST JOINT.4.ALL REPAIRS RELATED TO ROAD IMPROVEMENTS SHALL BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.5.LIMITS OF STREET CUT AS REQUIRED FOR UTILITYCONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THECITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.6.ALL UTILITY CUTS, BACKFILL, PAVEMENT PATCHING, AND REPAIRSOF PAVEMENT CUTS TO COMPLY WITH CITY OF FORT COLLINSSTANDARDS.7.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELDCONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THECONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALLCONTACT THE ENGINEER.8.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADEPREPARATION, DESIGN AND RECOMMENDATIONS.9.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PERTHE LANDSCAPE PLANS.EROSION CONTROL PRACTICES, SITEPROTECTION, AND REVEGETATION METHODS SHALL FOLLOWCITY REGULATIONS.10.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTYOWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.CONTRACTOR SHALL NOTE THAT LOTS 1 AND 2 OF HARMONYTECHNOLOGY PARK FIFTH FILING ARE BOTH OWNED BYPRECISION TECHNOLOGY LLC.11.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITIONAND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITYPROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.12.WHEN REPLACING THE ASPHALT IN PUBLIC RIGHT-OF-WAY, THECITY REQUIRES THAT A CITY INSPECTOR BE PRESENT AND THATTHE EXISTING DEPTH BE REPLACED, PLUS ONE INCH. THE TOTALASPHALT THICKNESS SHALL NOT BE LESS THAN 4 INCHES.13.CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING ANDCOORDINATING A TRAFFIC CONTROL PLAN WITH THE CITY OFFORT COLLINS FOR ANY WORK DONE WITHIN PUBLIC RIGHT OFWAY.GENERAL NOTESEXISTING UTILITIESGAS LINEUNDERGROUND TELECOM LINEWATER LINEUNDERGROUND ELECTRIC LINEUNDERGROUND CABLE TV LINESANITARY SEWER LINEIRRIGATION VALVEFIRE HYDRANTWATER VALVEWATER METERCABLE, GAS, ELECTRIC,OR TELEPHONE PEDESTALSLOT LINEWATER METER PITIRRIGATION VALVE BOXSANITARY SEWER MANHOLEEXISTING CURB & GUTTERSTORM SEWER LINECHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED: PROPERTY CORNERN:1432216.26E:3136472.75BUILDING CORNERN:1432578.05E:3135943.665' SIDEWALKSTRUCTURAL WALL (SEE STRUCTURAL PLANS)EXISTING SIDEWALKPAVEMENT PATCH6' SIDEWALKCONNECT TO EXISTING SIDEWALKPROPERTY CORNERN:1432622.08E:3135916.12PROPERTY CORNERN:1432623.05E:3136459.88BICYCLEPARKINGADA RAMPPROPOSED STAIRSLOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGLOT 1HARMONY TECHNOLOGY PARKFOURTH FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGTRACT AHARMONY TECHNOLOGY PARKSIXTH FILINGLOT 1HARMONY TECHNOLOGY PARKFIFTH FILINGPRECISION DRIVELOT LINELOT LINELOT LINELOT LINE9' UTILITY EASEMENT64' ROW30' UTILITY & DRAINAGE EASEMENT45' UTILITY & DRAINAGEEASEMENTEXISTING CURB & GUTTERN00° 06' 08"W 297.38'N89° 53' 52"E 543.76'S01° 49' 13"E 201.84'S01° 49' 13"E 205.50'S88° 10' 47"W 63.05'L=176.73'R=577.00'∆=17.55°N74° 16' 17"W 314.89'L=15.85' R=643.00'∆=1.41°PROPERTY CORNERN:1432421.32E:3136466.29EXISTING SIDEWALKPROPERTY CORNERN:1432324.70E:3135916.65PROPERTY CORNERN:1432213.73E:3136402.20PROPERTY CORNERN:1432235.23E:3136235.06PROPERTY CORNERN:1432320.59E:3135931.96ADA RAMPADA RAMPADA RAMPADA RAMPADA RAMPADA RAMPBUILDING CORNERN:1432362.88E:3135944.04BUILDING CORNERN:1432554.70E:3136311.70BUILDING CORNERN:1432284.86E:3136351.60PROPOSED STAIRSCONNECT TO EXISTING SIDEWALKEXISTING CURB & GUTTER10.59'5' SIDEWALK6' SIDEWALK17' (TYP.)9' (TYP.)17' (TYP.)9' (TYP.)17' (TYP.)9' (TYP.)17' (TYP.)9' (TYP.)17' (TYP.)9' (TYP.)17' (TYP.)9' (TYP.)24' FL - FLBIORETENTION POND1.5' SPILL C&G1.5' CATCH C&G1.5' SPILL C&G1.5' CATCH C&G1.5' SPILL C&G1.5' CATCH C&GCURB CUT8'5'8'8'8'DRAINAGE SWALE24' FL - FLTRENCH DRAINLOADING DOCK AREASTRUCTURAL WALL (SEE STRUCTURAL PLANS)LANDSCAPE WALL (SEE GRADING & LANDSCAPE PLANS)CRUSHER FINES TRAIL TO CONNECT TO EXISTINGTRAIL AT TIME OF PROJECT CONSTRUCTION2TC34TC33111144425.54'5.66'5.42'5.48'5.09'LANDSCAPE EDGER(SEE LANDSCAPE PLANS)6" CURB6" CURB6" CURB6" CURB6" CURB6" CURBDEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)DEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)DEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)DEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)DEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)DEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)PROPOSED BUILDIINGFFE = 4916.505'5'DRAINAGE EASEMENT24' EMERGENCYACCESS EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENTDRAINAGE EASEMENTOFFSITE EMERGENCYACCESS EASEMENTEXISTING 24' EMERGENCYACCESS EASEMENTPROPOSED TYPE III DRIVEWAY APPROACHPER LCUASS DETAIL 707.120' UTILITY EASEMENTCURB CUTPROPOSED FIRE HYDRANT24' EMERGENCY ACCESS EASEMENTTRANSFORMER PADCURB CUTCURB CUT444CONCRETE COLLAR2' CONCRETE PANCONCRETE PAN TO TRANSITION FROMFES TO EXISTING CURB & GUTTER2' CONCRETE PANCONCRETE COLLAR2' SIDEWALK CHASE2' SIDEWALK CHASE2' SIDEWALK CHASE4444445STORM INLET (TYP.)CONCRETE PATIOSTORM INLET (TYP.)C1L1 C3L2L3 C6L4C8C9C10L5L6 L7C14C15C16L8 C18L9C20C21L10C23L11 C25L12L13 L14C29L15 C31C32L16C34L17L18 L19C38L20 C40L21L22C42L24 C43L26C44L28L29L30 C45L32C46L34L35L36 C47L38C48C49L41L42 BOLLARD (TYP.)2' CONCRETE PANPOND OUTLET STRUCTURE2' SIDEWALK CHASELine TableLINEL1L2L3L4L5L6L7L8L9L10L11L12LENGTH30.30'12.00'64.42'14.01'14.00'90.00'13.46'17.35'461.57'12.72'31.77'12.00'BEARINGN05°53'52.12"ES84°06'07.88"EN05°53'52.12"EN88°48'02.23"WN89°53'52.12"EN00°06'07.88"WS89°53'52.12"WN01°49'12.88"WS89°53'52.12"WN89°55'26.46"EN05°53'52.12"EN84°06'07.88"WLine TableLINEL13L14L15L16L17L18L19L20L21L22L24L26LENGTH54.00'12.00'8.79'11.88'1.91'90.00'14.00'3.91'14.00'12.46'2.09'23.01'BEARINGN05°53'52.12"ES84°06'07.88"EN05°53'52.12"ES89°53'52.12"WN00°06'07.88"WN00°06'07.88"WN89°53'52.12"EN00°06'07.88"WS89°53'52.12"WN89°53'52.12"EN00°06'07.88"WS89°53'52.12"WLine TableLINEL28L29L30L32L34L35L36L38L41L42LENGTH14.00'121.00'14.00'18.00'14.00'90.00'14.00'175.28'11.55'3.00'BEARINGS00°06'07.88"ES89°53'52.12"WN00°06'07.88"WS89°53'52.12"WS00°06'07.88"ES89°53'52.12"WN00°06'07.88"WS89°53'52.13"WN89°52'17.78"ES00°07'18.49"ECurve TableCURVEC1C3C6C8C9C10C14C15C16C18C20C21DELTA97°40'20"90°00'00"4°41'54"89°27'16"0°33'29"89°48'08"103°32'01"30°46'44"46°01'50"88°16'55"70°03'25"109°58'09"RADIUS15.00'5.00'329.00'3.00'312.00'3.00'3.00'50.00'75.00'75.00'25.00'3.00'LENGTH25.57'7.85'26.98'4.68'3.04'4.70'5.42'26.86'60.25'115.56'30.57'5.76'BEARINGN42°56'18"WN50°53'52"EN03°32'55"EN44°04'24"WN00°22'29"EN44°59'48"EN38°20'08"WN28°49'15"EN21°11'42"EN45°57'40"WN55°04'25"WN34°56'22"ECHORD22.58'7.07'26.97'4.22'3.04'4.24'4.71'26.54'58.65'104.46'28.70'4.91'Curve TableCURVEC23C25C29C31C32C34C38C40C42C43C44C45DELTA87°42'03"90°00'00"90°00'00"4°09'35"91°50'25"0°51'51"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"RADIUS15.00'5.00'5.00'288.00'5.00'271.00'3.00'10.00'10.00'25.00'3.00'3.00'LENGTH22.96'7.85'7.85'20.91'8.01'4.09'4.71'15.71'15.71'39.27'4.71'4.71'BEARINGN49°44'54"EN39°06'08"WN50°53'52"EN03°49'04"EN44°10'56"WN00°19'48"EN44°53'52"EN45°06'08"WN44°53'52"EN45°06'08"WS44°53'52"WN45°06'08"WCHORD20.78'7.07'7.07'20.90'7.18'4.09'4.24'14.14'14.14'35.36'4.24'4.24'Curve TableCURVEC46C47C48C49DELTA90°00'00"90°00'00"48°12'55"131°48'40"RADIUS3.00'3.00'50.00'5.00'LENGTH4.71'4.71'42.08'11.50'BEARINGS44°53'52"WN45°06'08"WS65°47'25"WS24°13'22"ECHORD4.24'4.24'40.85'9.13'PRECISION TECHNOLOGY LLC 12/09/2020U200151" = 30'1" = N/APRECISION TECHNOLOGY NORTH 12/9/2020 8:30:07 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C2.00 - HORIZONTAL CONTROL PLAN.DWGC2.00 - HORIZONTAL CONTROL PLANSME NKS C2.0024HORIZONTAL CONTROL PLAN030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPR E L IM IN AR Y P L AN SNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com5CATCH CURB & GUTTERSPILL CURB & GUTTERSIDEWALK CHASESIDEWALK/TRAILCONCRETE PANSIGNPARKING STALL STRIPINGHANDICAP PARKING STALLDETECTABLE WARNINGBOLLARDSASPHALT PAVEMENTHEAVY DUTY ASPHALTPAVEMENT SECTIONLIGHT POLETCTRANSITION CURB FROMINFLOW TO OUTFLOW CURBLEGENDNOTES1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS.LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTSOUTSIDE FACE OF WALL AS PROVIDED BY THE ARCHITECT AND ISSHOWN FOR INFORMATION ONLY. REFER TO THEARCHITECTURAL PLANS FOR COMPLETE GRID LINEINFORMATION.2.ALL DIMENSIONS AND LINE AND CURVE INFORMATION AREMEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESSOTHERWISE NOTED.3.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THEAPPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE ANDSITE FEATURES SUCH AS BIKE RACKS, TRASH RECEPTACLES,LANDSCAPE WALL CONSTRUCTION DETAILS, COLORED ANDSCORED CONCRETE, LANDSCAPE ROCK AND MULCH, ETC.4.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BEINSTALLED WITH TRUNCATED DOME WARNING DETECTIONSYSTEMS PER LARIMER COUNTY URBAN AREA STREETSTANDARD DETAILS.5.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESSUNLESS NOTED OTHERWISE.6.LIMITS OF STREET CUT AS REQUIRED FOR UTILITYCONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THECITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.7.CURB AND GUTTER ALONG PRECISION TECH DRIVE TO BERECONSTRUCTED SHALL BE RECONSTRUCTED USING THEEXISTING CURB SECTION INCLUDING EDGE OF PAVEMENTLOCATION, DEPTH OF GUTTER AND HEIGHT OF CURB.8.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURESTHAT ARE NOT TO BE REMOVED ADJACENT TO THECONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,PAVEMENT, PRIVATE FENCES, ABOVE GROUND ORUNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUNDFOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FORANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE,PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THECONSTRUCTION PROCESS FOR THIS PROJECT.9.REFER TO GRADING PLANS AND LANDSCAPE PLANS FORLANDSCAPE WALL DETAILS AND GRADING.10.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTYOWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.11.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADEPREPARATION DESIGN AND RECOMMENDATIONS.12.THE LOCATION AND NUMBER OF FIRE LANE SIGNS SHOWN AREAPPROXIMATE. CONTRACTOR SHALL COORDINATE WITH PFAINSPECTOR DURING CONSTRUCTION TO VERIFY ALL FIRE LANESIGNS (NUMBER AND LOCATION) PRIOR TO INSTALLATION.CONCRETE PAVEMENT1ON-SITE SIGNING AND STRIPING KEY2344" SOLID WHITE LINEADA PARKING SIGNAGEADA PARKING STRIPING"NO PARKING - FIRE LANE"SIGN (SEE NOTE 12)5STOP SIGNCHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:BIORETENTION POND A LANDSCAPE WALL DETAILNOT TO SCALEEXPOSED WALL HEIGHT(VARIES, 30" MAX.)FINISHED GRADE(SEE GRADING PLAN)COMPACTED SUBGRADELANDSCAPE WALL(SEE LANDSCAPE PLANS)MIN. 30-MIL PVC LINERWALL DRAIN TO BECONNECTED DOWNSTREAMOF POND OUTLET STRUCTUREAPPROXIMATE EXISTING GROUNDBOTTOM OFBIORETENTIONPOND RDRDRDRDRDRDRDRDRDOVFRDG64' ROWLOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGLOT 1HARMONY TECHNOLOGY PARKFOURTH FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGTRACT AHARMONY TECHNOLOGY PARKSIXTH FILINGLOT 1HARMONY TECHNOLOGY PARKFIFTH FILINGPRECISION DRIVE9' UTILITY EASEMENT30' UTILITY & DRAINAGE EASEMENT45' UTILITY & DRAINAGEEASEMENTEXISTING STORM SEWEREXISTING 8" PVC SANITARY SEWEREXISTING 12" WATEREXISTING GAS LINEEXISTING ELECTRICEXISTING FIBER/TELECOMLOT LINELOT LINELOT LINELOT LINEPROPOSED BUILDIINGFFE = 4916.50CONNECT EXISTING 24" RCP TOPOND OUTLET STRUCTURE (TYPE C INLET)EX INV. = 4903.84 (E)TOP OF INLET = 4909.00TOP OF POND = 4910.45BIORETENTION POND STORM LINE B(SEE SHEET C3.10)STORM LINE C(SEE SHEET C3.11)STORM LINE D(SEE SHEET C3.12)STORM LINE C2(SEE SHEET C3.10)EXISTING BIORETENTION POND18" RCP W/ FESINV. = 4913.1830" RCP36" RCP36" RCP30" RCP24" RCP24" RCPEXISTING GAS MARKEREXISTING ELECTRIC MARKERCONNECT TO EXISTING 6" SANITARY SEWER SERVICE STUBPROPOSED 6" SEWER SERVICECONNECT TO 6" BUILDING SANITARY SERVICE(SEE PLUMBING PLANS AND NOTE 3)CONNECT TO 6" BUILDING FIRE SERVICE(SEE PLUMBING PLANS AND NOTE 3)CONNECT TO 2" BUILDING DOMESTIC SERVICE(SEE PLUMBING PLANS AND NOTE 3)PROPOSED 6" FIRE SERVICE TO BE FULLY RESTRAINEDPROPOSED 1.5" DOMESTIC SERVICE1.5" WATER METERN:1432363.32E:3136361.59(UPSIZE TO 2" SERVICE 5' DOWNSTREAM OF METER)1.5" SERVICE TAPN:1432166.15E:3136386.87CONNECT TO EXISTING 12" WATER12"x6" WET TAP W/ T.B.6" G.V. (N)N:1432166.26E:3136389.87F.H. ASSEMBLYN:1432564.11E:3136385.35BTM. FLANGE EL=4915.0WATERLINE LOWERINGCONNECT TO EXISTING 12" WATER12"x6" WET TAP W/ T.B.6" G.V. (N)N:1432166.47E:3136395.87EXISTING FIRE HYDRANTEXISTING FIRE HYDRANT6" 11.25° BENDN:1432300.30E:3136407.58WATERLINE LOWERINGWATERLINE LOWERING6" 90° BEND W/ T.B.6" G.V. (W)N:1432564.12E:3136407.12N00° 07' 16"W 73.62'N11° 08 ' 5 5 " E 6 1 . 3 8 ' N00° 06' 05"W 48.27'24' EMERGENCYACCESS EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENTDRAINAGE EASEMENTOFFSITE EMERGENCYACCESS EASEMENTEXISTING 24' EMERGENCYACCESS EASEMENT20' UTILITY EASEMENTTRANSFORMER PAD24' EMERGENCY ACCESS EASEMENT6" 11.25° BENDN:1432240.08E:3136395.71DRAINAGE EASEMENTDRAINAGE EASEMENTSTORM LINE C(SEE SHEET C3.11)STORM LINE A(SEE SHEET C3.10)3'6'STORM LINE E(SEE SHEET C3.12)FIRE DEPARTMENT CONNECTION (FDC)(SEE ARCHITECTURAL AND PLUMBING PLANS)N00° 06' 05"W 215.55'F.H. ASSEMBLYN:1432348.59E:3136415.70BTM. FLANGE EL=4914.76" TEE W/ T.B.6" G.V. (W)N:1432348.57E:3136407.50PROPOSED STREET LIGHTPROPOSED STREET LIGHTSITE LIGHT (TYP.)GAS METER AND SERVICEPRECISION TECHNOLOGY LLC 12/09/2020U200151" = 30'1" = N/APRECISION TECHNOLOGY NORTH 12/8/2020 2:45:39 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C3.00 - UTILITY PLAN.DWGC3.00 - UTILITY PLAN SME NKS C3.0024OVERALL UTILITY PLAN030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com6CABLE TV LINEELECTRIC LINEFIBER OPTIC LINEGAS LINEGGAS METERSANITARY MANHOLESANITARY MAINSANITARY SERVICESANITARY SERVICECLEANOUTDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM PIPETELEPHONE LINEFIRE DEPARTMENTCONNECTIONFIRE HYDRANTFIRELINEWATER FITTINGSWATER MAINWATER SERVICEWATER METERDSTHRUST BLOCKGATE VALVEFIBER, GAS, ELECTRIC, ORTELEPHONE PEDESTALLEGEND1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTINGUTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR ASINDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BERESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC ANDPRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITYLOCATIONS.2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TOSEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURINGCONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TOSURROUNDING BUILDINGS OR PROPERTIES.3.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACTLOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITYCONNECTIONS INTO THE PROPOSED BUILDING SHALL BECOORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.4.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITSAND POWER LINE ROUTING FOR SITE LIGHTING.5.WATER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALLWATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINSSTANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.6.SEWER SERVICE PROVIDED BY SOUTH FORT COLLINS SANITATIONDISTRICT AND ALL SEWER CONSTRUCTION SHALL BE PER THESOUTH FORT COLLINS SANITATION DISTRICT STANDARDCONSTRUCTION SPECIFICATIONS, LATEST EDITION.7.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'.MAXIMUM COVER SHALL BE 5.5'.8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATIONBETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.9.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLYREPRESENTED AND ARE NOT TO SCALE.10.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.11.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICESLARGER THAN 1-1/2" MAY BE EITHER TYPE K COPPER, SDR 9 HDPEPIPE WITH A PRESSURE RATING OF 200 PSI OR DUCTILE IRON PIPEWITH A PRESSURE RATING OF 200 PSI.12.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THISDRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY ANDARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BEPERFORMED BY THE APPROPRIATE UTILITY COMPANY.NOTESCHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED: RDRDGEXISTING 30'UTILITY &DRAINAGEEASEMENTBIORETENTION POND30" RCP24" RCPEXISTINGGAS MARKEREXISTING ELECTRIC MARKERPROPOSED 6" FIRE SERVICEPROPOSED 1.5" DOMESTIC SERVICE24' EMERGENCYACCESS EASEMENTDRAINAGE EASEMENT9+7510+0010+50COMBINATION INLET A2STA 10+15.09N: 1432255.64E: 3136420.56OUTLET ASTA 10+00.00N: 1432254.10E: 3136435.5715.1 LF 12" STORM @2.00%STA: 9+75.00N: 1432251.54E: 3136460.44BEGIN ALIGNMENTPROPOSED 6" DEAD END FIRE HYDRANT LINESTA: ???N: 1432259.31E: 3136384.84END ALIGNMENTTBC EL = 4912.75N = 1432252.41E = 3136422.63TBC EL = 4912.82N = 1432258.22E = 3136423.23STA: 10+50.00N: 1432259.21E: 3136385.83END ALIGNMENTLOT 1HARMONY TECHNOLOGY PARKFOURTH FILING STORM LINE C2 PROFILESTA: 9+75 - STA: 11+5049054910491549204925490549104915492049259+7510+0010+5011+0011+50STMH C2 (5' FLAT TOP MH) STA: 10+18.50 RIM 4913.3± INV. IN 4908.34 (N) INV. IN 4908.34 (E) INV. IN 4908.34 (W) INV. OUT 4908.34 (S)98.0 LF 12" HDPE @ 0.50%18.5 LF18" HDPE@ 0.50%CONNECT TO TRENCH DRAIN STA: 11+27.03 GRATE 4909.6± INV. OUT 4908.88 (E) COMBINATION INLET C2(E) STA: 10+00.00 INV. OUT 4908.43 (W)10.5 LF 12" HDPE @ 0.50%DRAIN BASIN C2(W) STA: 11+16.53 RIM 4912.8± INV. IN 4908.83 (W) INV. IN 4908.83 (S) INV. OUT 4908.83 (E)STA: 10+41.05EL=4906.906" WATER X-ING1.5' MINPROPOSEDGROUNDEXISTING GROUND100-YR HGL100-YR EGLSTORM LINE A PROFILESTA: 9+75 - STA: 10+5049054910491549204925490549104915492049259+7510+0010+5015.1 LF12" HDPE@ 2.00%OUTLET ASTA: 10+00.00INV. IN 4908.47 (W)COMBINATION INLET A2STA: 10+15.09INV. OUT 4908.77 (E)PROPOSEDGROUNDEXISTING GROUND100-YR HGLAND EGLSTORM LINE B PROFILESTA: 9+75 - STA: 11+7549054910491549204925490549104915492049259+7510+0010+5011+0011+5011+7512.7 LF8" HDPE@ 2.00%OUTLET B STA: 10+00.00 INV. IN 4909.40 (W) COMBINATION INLET B2 STA: 10+12.69 INV. IN 4909.66 (W) INV. OUT 4909.66 (E)51.2 LF 8" HDPE @ 1.22%65.8 LF 8" HDPE @ 1.00%DRAIN BASIN B3STA: 10+63.86RIM 4914.8±INV. IN 4910.28 (S) INV. IN 4910.28 (W) INV. OUT 4910.28 (E) DRAIN BASIN B4STA: 11+29.63RIM 4915.3±INV. IN 4910.94 (W)INV. IN 4910.93 (S)INV. OUT 4910.93 (N)STA: 10+33.87TOP = 4908.376" WATER X-ING22.6 LF6" HDPE@ 1.00%6'' 45° BENDSTA: 11+52.25INV. IN 4911.16 (SW)INV. OUT 4911.16 (N)STA: 11+36.15TOP = 4909.466" WATER X-INGSTA: 11+39.69TOP = 4909.506" WATER X-ING1.5' MIN1.5' MINPROPOSEDGROUNDEXISTING GROUND100-YR HGL100-YR EGLRDRDRDRDOVFRDGLOT 1 HARMONY TECHNOLOGY PARK FOURTH FILING 45' UTILITY &DRAINAGEEASEMENTLOT LINEPOND OUTLET STRUCTUREEX INV. = 4903.84 (E)STORM LINE D(SEE SHEET C3.12)WATERLINE LOWERING20' UTILITY EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENT11+75 9+7510+0011+00DRAIN BASIN B4STA 11+29.63N: 1432372.57E: 3136377.50DRAIN BASIN B3STA 10+63.86N: 1432438.34E: 3136377.39COMBINATION INLET B2STA 10+12.69N: 1432440.84E: 3136428.50OUTLET BSTA 10+00.00N: 1432440.85E: 3136441.1812.7 LF 8" STORM51.2 LF 8" STORM65.8 LF 8" STORM30' UTILITY & DRAINAGEEASEMENTBIORETENTION POND 24" RCPEXISTINGGAS MARKERPROPOSED 6" FIRE SERVICEPROPOSED 1.5" DOMESTIC SERVICE24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENTSTORM LINE A(SEE THIS SHEET)STORM LINE C2(SEE THIS SHEET)STORM LINE C(SEE SHEET C3.11)19.1 LF 6" STORM @5.10%CONNECT 6'' HDPE TO 5''BUILDING ROOF LEADINV.=4911.50FG=4915.5619.2 LF 6" STORM @2.23%CONNECT 6'' HDPE TO 5''BUILDING ROOF LEADINV.=4911.50FG=4915.93TBC EL = 4913.76N = 1432443.84E = 3136430.88STA: 11+75.00N: 1432327.20E: 3136377.59END ALIGNMENTSTA: 9+75.00N: 1432440.89E: 3136466.18BEGIN ALIGNMENTTBC EL = 4913.79N = 1432437.99E = 3136430.89PROPOSED BUILDIINGFFE = 4916.50LOT 2HARMONY TECHNOLOGY PARKFIFTH FILING DRAIN BASIN B3(W)INV. IN=4911.25 (W)INV. OUT=4911.25 (E)FG=4914.076.2 LF 6" STORMDRAIN BASIN B4(W)INV. IN=4911.36 (W)INV. OUT=4911.36 (E)FG=4915.396.2 LF 6" STORM @2.23%22.6 LF 6" STORM6'' 45° BENDSTA 11+52.25N: 1432349.94E: 3136377.5528.8 LF 6" STORM @1.00%6'' 45° BENDINV. IN=4911.45 (W)INV. OUT=4911.45 (NE)FG=4916.325.1 LF 6" STORM @1.00%CONNECT 6'' HDPE TO 3''BUILDING ROOF LEADINV.=4911.50FG=4916.42RDRDOVFRDGCOMBINATION INLET C2(E)STA 10+00.00N: 1432527.74E: 3136447.62CONNECT TO TRENCH DRAINSTA 11+27.03N: 1432526.39E: 3136321.2518.5 LF 18" STORM98.0 LF 12" STORM11+509+7510+0011+0045' UTILITY & DRAINAGEEASEMENTLOT LINE20' UTILITY EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENT30' UTILITY & DRAINAGEEASEMENTBIORETENTION POND STORM LINE C(SEE SHEET C3.11)WATERLINELOWERINGSTORM LINE B(SEE THIS SHEET)STA: 9+75.00N: 1432534.07E: 3136471.81BEGIN ALIGNMENTSTA: 11+50.00N: 1432526.34E: 3136298.28END ALIGNMENTSTMH C2 (5' FLAT TOP MH)STA 10+18.50N: 1432523.05E: 3136429.73TRENCH DRAIN (SEE DETAILS)TBC EL = 4913.36N = 1432535.72E = 3136448.15TBC EL = 4913.27N = 1432524.38E = 3136448.50LOT 1HARMONYTECHNOLOGY PARKFOURTH FILINGLOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGPROPOSED BUILDIINGFFE = 4916.50CONNECT 6'' HDPE TO 3''BUILDING ROOF LEADINV. OUT=4910.00 (E)FG=4912.50DRAIN BASIN C2(W)STA 11+16.53N: 1432526.40E: 3136331.7510.5 LF 12" STORM20.5 LF 6" STORM @1.50%6'' 45° BENDINV. IN=4909.14 (SW)INV. OUT=4909.14 (N)FG=4912.827.1 LF 6" STORM @1.50%6'' 45° BENDINV. IN=4909.24 (W)INV. OUT=4909.24 (NE)FG=4912.5715.0 LF 6" STORM @5.05%PRECISION TECHNOLOGY LLC 12/09/2020U200151" = 30'1" = N/APRECISION TECHNOLOGY NORTH12/8/2020 2:46:53 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C3.10 - STORM SEWER P&P.DWGC3.10 - STORM SEWER P&P SME NKS C3.1024STORM SEWER PLAN & PROFILE LINES A, B, AND C2030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPR E L IM IN AR Y P L AN SNOT FO R CON S T RUC T IO N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com7CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:EXISTING WATEREXISTING SANITARYEXISTING TELECOMEXISTING FIBER OPTICEXISTING ELECTRICEXISTING STORM SEWEREXISTING GASLIMITS OF DISTURBANCEEXISTINGRIGHT-OF-WAY LINEEXISTING LOT LINEEXISTING EASEMENTPROPOSED 6" WATERPROPOSED 8" SANITARYPROPOSED 8" WATERPROPOSED WATER SERVICEPROPOSED FIRE SERVICEPROPOSED SANITARY SERVICEFIRE HYDRANTWATER LINE BENDSTHRUST BLOCKGATE VALVEDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM PIPEDSLEGEND1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTINGUTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR ASINDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BERESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC ANDPRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITYLOCATIONS.2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TOSEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURINGCONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TOSURROUNDING BUILDINGS OR PROPERTIES.3.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.4.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORTCOLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATESTEDITION.5.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENTSTRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED ENDSECTIONS UNLESS OTHERWISE NOTED.6.STORM SEWER MAINS SHOWN ON THESE DRAWINGS ASREINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESSOTHERWISE NOTED. STORM SEWER MAINS SHOWN ON THESEDRAWINGS AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BEADS-N12 OR APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BEUSED ON ALL STORM DRAINAGE PIPE.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATIONBETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN ORSANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETEENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.8.ALL FLARED END SECTIONS SHALL BE CONCRETE.9.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.CONTRACTOR SHALL NOTE THAT LOTS 1 AND 2 OF HARMONYTECHNOLOGY PARK FIFTH FILING ARE BOTH OWNED BY PRECISIONTECHNOLOGY LLC. FOR CONSTRUCTION WITHIN PUBLICRIGHT-OF-WAY THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAYWORK PERMIT FROM THE CITY OF FORT COLLINS.10.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THISDRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY ANDARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BEPERFORMED BY THE APPROPRIATE UTILITY COMPANY.11.CONTRACTOR TO INSTALL MANUFACTURED CONNECTIONS AT ALLSTORM DRAIN AND ROOF DRAIN / DOWNSPOUT CONNECTIONS.12.SEE PLUMBING PLANS FOR CONTINUATION OF ROOF DRAINS INTOTHE BUILDING.NOTESNORTH030'60'SCALE: 1" = 30'15'NORTH030'60'SCALE: 1" = 30'15' RDRDOVFRDGLOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGTRACT AHARMONY TECHNOLOGY PARKSIXTH FILINGLOT 1HARMONY TECHNOLOGY PARKFIFTH FILINGLOT LINELOT LINEPROPOSED BUILDIINGFFE = 4916.50STORM LINE E(SEE SHEET C3.12STORM LINE C2(SEE SHEET C3.10)EXISTING BIORETENTION POND24' EMERGENCYACCESS EASEMENTDRAINAGE EASEMENTEXISTING 24' EMERGENCYACCESS EASEMENTTRANSFORMER PADDRAINAGE EASEMENT15+759+75 10+00 11+00 12+0013+0014+0015+00STMH C3 (5' FLAT TOP MH)STA 11+43.46N: 1432596.04E: 3136410.47STMH C2 (5' FLAT TOP MH)STA 10+67.97N: 1432523.05E: 3136429.73DRAIN BASIN C8STA 15+59.30N: 1432595.30E: 3135994.63DRAIN BASIN C5STA 12+87.97N: 1432595.78E: 3136265.96DRAIN BASIN C6STA 13+76.64N: 1432595.62E: 3136177.29DRAIN BASIN C7STA 14+61.30N: 1432595.47E: 3136092.63CONNECT 10'' HDPE TO 10''BUILDING ROOF LEADINV.=4911.00FG=4916.00OUTLET CSTA 10+00.00N: 1432457.30E: 3136446.9568.0 LF 30" STORM75.5 LF 30" STORM47.8 LF 30" STORM88.7 LF 24" STORM84.7 LF 18" STORM12.3 LF 12" STORM @1.18%STA: 15+75.00N: 1432595.27E: 3135978.93END ALIGNMENT10.2 LF 12" STORM @4.04%CONNECT 10'' HDPE TO 10''BUILDING ROOF LEADINV.=4911.00FG=4916.00CONNECT 10'' HDPE TO 10''BUILDING ROOF LEADINV.=4911.00FG=4916.0018.2 LF 12" STORM @3.61%CONNECT 10'' HDPE TO 10''BUILDING ROOF LEADINV.=4911.00FG=4916.0036.6 LF 12" STORM @3.79%DRAIN BASIN C4(S)INV.=4911.01FG=4914.3236.8 LF 6" STORM @1.50%OFFSITE EMERGENCYACCESS EASEMENTOFFSITE EMERGENCYACCESS EASEMENTDRAIN BASIN C4STA 11+91.24N: 1432595.95E: 3136362.6996.7 LF 30" STORM45' UTILITY & DRAINAGEEASEMENTLOT LINE20' UTILITY EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENT30' UTILITY & DRAINAGE EASEMENTBIORETENTION POND 4.6 LF 12" STORM @3.79%10.9 LF 6" STORM @2.00%2.8 LF 6" STORM @2.00%14.8 LF 6" STORM @2.00%6.9 LF 12" STORM @4.04%4.9 LF 12" STORM @1.18%23.0 LF 10" STORM @2.00%DRAIN BASIN C6(SW)INV.=4911.11FG=4915.06DRAIN BASIN C6(S)INV.=4910.54FG=4915.466'' 45° BENDINV.=4910.81FG=4915.506'' 45° BENDINV.=4910.76FG=4915.45DRAIN BASIN C7(S)INV.=4910.72FG=4914.52DRAIN BASIN C5(S)INV.=4910.83FG=4914.81STA: 9+75.00N: 1432432.61E: 3136450.90END ALIGNMENTSTORM LINE B(SEE SHEET C3.10)STORM LINE C PROFILESTA: 9+75 - STA: 15+7649054910491549204925490549104915492049259+7510+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5015+7698.0 LF 15" HDPE @ 0.50%84.7 LF 18" HDPE @ 0.50%DRAIN BASIN C7STA: 14+61.30RIM 4914.8±INV. IN 4910.31 (W)INV. IN 4910.31 (S)INV. OUT 4910.31 (E)DRAIN BASIN C6STA: 13+76.64RIM 4915.0±INV. IN 4909.88 (W)INV. IN 4909.88 (S)INV. OUT 4909.88 (E)DRAIN BASIN C8STA: 15+59.30RIM 4915.7±INV. IN 4910.80 (S)INV. OUT 4910.80 (E)88.7 LF 24" HDPE @ 0.50%47.8 LF 30" HDPE @ 0.50%DRAIN BASIN C5 STA: 12+87.97 RIM 4915.0± INV. IN 4909.44 (W) INV. IN 4909.44 (S) INV. OUT 4909.44 (E) STMH C3 (5' FLAT TOP MH) STA: 11+43.46 RIM 4913.7± INV. IN 4908.72 (W) INV. OUT 4908.72 (S)75.5 LF 30" HDPE @ 0.50%68.0 LF 30" HDPE @ 0.50%OUTLET C STA: 10+00.00 INV. IN 4908.00 (N)96.7 LF 30" HDPE @ 0.50%DRAIN BASIN C4 STA: 11+91.24 RIM 4914.5± INV. IN 4908.96 (W) INV. IN 4910.46 (S) INV. OUT 4908.96 (E) STMH C2 (5' FLAT TOP MH) STA: 10+67.97 RIM 4913.3± INV. IN 4908.34 (N) INV. IN 4908.34 (E) INV. IN 4908.34 (W) INV. OUT 4908.34 (S)PROPOSEDGROUNDEXISTING GROUND100-YR HGL100-YR EGLPRECISION TECHNOLOGY LLC 12/09/2020U200151" = 30'1" = N/APRECISION TECHNOLOGY NORTH 12/8/2020 2:47:13 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C3.10 - STORM SEWER P&P.DWGC3.10 - STORM SEWER P&P SME NKS C3.1124STORM SEWER PLAN & PROFILE LINE C030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com8CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:EXISTING WATEREXISTING SANITARYEXISTING TELECOMEXISTING FIBER OPTICEXISTING ELECTRICEXISTING STORM SEWEREXISTING GASLIMITS OF DISTURBANCEEXISTINGRIGHT-OF-WAY LINEEXISTING LOT LINEEXISTING EASEMENTPROPOSED 6" WATERPROPOSED 8" SANITARYPROPOSED 8" WATERPROPOSED WATER SERVICEPROPOSED FIRE SERVICEPROPOSED SANITARY SERVICEFIRE HYDRANTWATER LINE BENDSTHRUST BLOCKGATE VALVEDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM PIPEDSLEGEND1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTINGUTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR ASINDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BERESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC ANDPRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITYLOCATIONS.2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TOSEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURINGCONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TOSURROUNDING BUILDINGS OR PROPERTIES.3.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.4.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORTCOLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATESTEDITION.5.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENTSTRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED ENDSECTIONS UNLESS OTHERWISE NOTED.6.STORM SEWER MAINS SHOWN ON THESE DRAWINGS ASREINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESSOTHERWISE NOTED. STORM SEWER MAINS SHOWN ON THESEDRAWINGS AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BEADS-N12 OR APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BEUSED ON ALL STORM DRAINAGE PIPE.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATIONBETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN ORSANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETEENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.8.ALL FLARED END SECTIONS SHALL BE CONCRETE.9.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.CONTRACTOR SHALL NOTE THAT LOTS 1 AND 2 OF HARMONYTECHNOLOGY PARK FIFTH FILING ARE BOTH OWNED BY PRECISIONTECHNOLOGY LLC. FOR CONSTRUCTION WITHIN PUBLICRIGHT-OF-WAY THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAYWORK PERMIT FROM THE CITY OF FORT COLLINS.10.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THISDRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY ANDARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BEPERFORMED BY THE APPROPRIATE UTILITY COMPANY.11.CONTRACTOR TO INSTALL MANUFACTURED CONNECTIONS AT ALLSTORM DRAIN AND ROOF DRAIN / DOWNSPOUT CONNECTIONS.12.SEE PLUMBING PLANS FOR CONTINUATION OF ROOF DRAINS INTOTHE BUILDING.NOTES RDRDRDRDRDRDRDRDRDGDRAIN BASIN D6STA 13+17.36N: 1432308.33E: 3135984.13DRAIN BASIN D1STA 10+63.16N: 1432241.37E: 3136229.266'' 45° BENDINV.=4911.07FG=4913.98DRAIN BASIN D5STA 12+60.07N: 1432292.63E: 3136039.23DRAIN BASIN D4STA 12+01.14N: 1432276.50E: 3136095.91DRAIN BASIN D7STA 10+00.00N: 1432234.75E: 3136292.07DRAIN BASIN D2STA 10+94.11N: 1432247.37E: 3136198.90DRAIN BASIN D3STA 11+34.72N: 1432258.55E: 3136159.8663.2 LF 6" STORM45.0 LF 6" STORM @2.00%30.9 LF 10" STORM40.6 LF 10" STORM66.4 LF 10" STORM58.9 LF 10" STORM57.3 LF 8" STORM13+759+7510+0011+0012+0013+007.1 LF 6" STORM @2.00%CONNECT 6'' HDPE TO 5''BUILDING ROOF LEADINV.=4911.50FG=4916.00STA: 9+75.00N: 1432232.15E: 3136316.93END ALIGNMENTSTA: 13+75.00N: 1432324.11E: 3135928.69END ALIGNMENT11.9 LF 6" STORM @3.34%CONNECT 6'' HDPE TO 5''BUILDING ROOF LEADINV.=4911.50FG=4916.0011.9 LF 6" STORM @5.00%CONNECT 6'' HDPE TO 5''BUILDING ROOF LEADINV.=4911.50FG=4916.0013.9 LF 6" STORM @2.00%DRAIN BASIN D4(N)INV.=4910.59FG=4915.4421.2 LF 6"STORM @5.00%CONNECT 6'' HDPE TO 5''BUILDING ROOF LEADINV.=4911.50FG=4916.0028.4 LF 6"STORM @5.00%CONNECT 6'' HDPE TO 5''BUILDING ROOF LEADINV.=4911.50FG=4916.00PROPOSED BUILDIINGFFE = 4916.50LOT 2HARMONY TECHNOLOGY PARKFIFTH FILING6'' 22.5° BENDINV.=4911.21FG=4914.5112.4 LF 6" STORM @2.00%6'' 22.5° BENDINV.=4911.46FG=4915.772.2 LF 6" STORM @2.00%CONNECT 6'' HDPE TO 3''BUILDING ROOF LEADINV.=4911.50FG=4916.335.2 LF 6" STORM @0.50%5.5 LF 6" STORM @0.50%39.8 LF 6" STORM6.7 LF 6"STORM @0.50%22.5 LF 6"STORM @0.50%6'' 45° BENDINV.=4911.47FG=4916.246'' 45° BENDINV.=4911.45FG=4916.106'' 45° BENDINV.=4911.34FG=4915.36STORM LINE B(SEE SHEET C3.10)STORM LINE D PROFILESTA: 9+75 - STA: 13+7549034905491049154920490349054910491549209+7510+0010+5011+0011+5012+0012+5013+0013+5013+7557.3 LF 8" HDPE @ 0.50%DRAIN BASIN D6STA: 13+17.36INV. IN 4911.10 (N)INV. IN 4911.10 (W)INV. OUT 4911.10 (E)58.9 LF 10" HDPE @ 1.00%DRAIN BASIN D5STA: 12+60.07INV. IN 4910.82 (W)INV. IN 4910.91 (N)INV. OUT 4910.82 (E)66.4 LF 10" HDPE @ 1.00%DRAIN BASIN D4STA: 12+01.14INV. IN 4910.23 (W)INV. IN 4910.31 (N)INV. OUT 4910.23 (E)40.6 LF 10" HDPE @ 1.00%DRAIN BASIN D3STA: 11+34.72INV. IN 4909.56 (W)INV. IN 4910.44 (N)INV. OUT 4909.56 (E)30.9 LF 10" HDPE @ 1.00%DRAIN BASIN D2 STA: 10+94.11 INV. IN 4909.16 (W) INV. IN 4910.08 (N) INV. OUT 4909.16 (E)63.2 LF 6" HDPE @ 1.87%DRAIN BASIN D1 STA: 10+63.16 INV. IN 4908.99 (E) INV. IN 4908.85 (W) INV. OUT 4905.30 (S)45.0 LF 6" HDPE @ 2.00%DRAIN BASIN D7 STA: 10+00.00 INV. IN 4910.17 (NE) INV. OUT 4910.17 (W)PROPOSED GROUNDEXISTING GROUND39.8 LF 6" HDPE @ 0.50%6'' 45° BENDSTA: 13+57.12INV. IN 4911.30 (NW)INV. OUT 4911.30 (E)100-YR HGL100-YR EGL9+7510+0010+75FES E2STA 10+50.19N: 1432575.80E: 3135911.94FES E1STA 10+00.00N: 1432625.99E: 3135911.3650.2 LF 15" STORMSTA: 9+75.00N: 1432650.99E: 3135911.07END ALIGNMENTSTA: 10+75.00N: 1432551.00E: 3135912.22BEGIN ALIGNMENTLOT 1HARMONY TECHNOLOGY PARKFIFTH FILINGTRACT AHARMONY TECHNOLOGY PARKSIXTH FILINGPROPOSED BUILDIINGFFE = 4916.50LOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGSTORM LINE C(SEE SHEET C3.11)STORM LINE E PROFILESTA: 9+75 - STA: 10+7549104915492049254930491049154920492549309+7510+0010+5010+7550.2 LF 15" RCP @ 0.50%FES E1 STA: 10+00.00 INV. 4914.32 FES E2 STA: 10+50.19 INV. 4914.57 PROPOSEDGROUNDEXISTING GROUND100-YR HGL100-YR EGLPRECISION TECHNOLOGY LLC 12/09/2020U200151" = 30'1" = N/APRECISION TECHNOLOGY NORTH12/8/2020 2:47:45 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C3.10 - STORM SEWER P&P.DWGC3.10 - STORM SEWER P&P SME NKS C3.1224STORM SEWER PLAN & PROFILE LINES D AND E030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com9CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:EXISTING WATEREXISTING SANITARYEXISTING TELECOMEXISTING FIBER OPTICEXISTING ELECTRICEXISTING STORM SEWEREXISTING GASLIMITS OF DISTURBANCEEXISTINGRIGHT-OF-WAY LINEEXISTING LOT LINEEXISTING EASEMENTPROPOSED 6" WATERPROPOSED 8" SANITARYPROPOSED 8" WATERPROPOSED WATER SERVICEPROPOSED FIRE SERVICEPROPOSED SANITARY SERVICEFIRE HYDRANTWATER LINE BENDSTHRUST BLOCKGATE VALVEDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM PIPEDSLEGEND1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTINGUTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR ASINDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BERESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC ANDPRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITYLOCATIONS.2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TOSEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURINGCONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TOSURROUNDING BUILDINGS OR PROPERTIES.3.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.4.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORTCOLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATESTEDITION.5.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENTSTRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED ENDSECTIONS UNLESS OTHERWISE NOTED.6.STORM SEWER MAINS SHOWN ON THESE DRAWINGS ASREINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESSOTHERWISE NOTED. STORM SEWER MAINS SHOWN ON THESEDRAWINGS AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BEADS-N12 OR APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BEUSED ON ALL STORM DRAINAGE PIPE.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATIONBETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN ORSANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETEENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.8.ALL FLARED END SECTIONS SHALL BE CONCRETE.9.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.CONTRACTOR SHALL NOTE THAT LOTS 1 AND 2 OF HARMONYTECHNOLOGY PARK FIFTH FILING ARE BOTH OWNED BY PRECISIONTECHNOLOGY LLC. FOR CONSTRUCTION WITHIN PUBLICRIGHT-OF-WAY THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAYWORK PERMIT FROM THE CITY OF FORT COLLINS.10.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THISDRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY ANDARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BEPERFORMED BY THE APPROPRIATE UTILITY COMPANY.11.CONTRACTOR TO INSTALL MANUFACTURED CONNECTIONS AT ALLSTORM DRAIN AND ROOF DRAIN / DOWNSPOUT CONNECTIONS.12.SEE PLUMBING PLANS FOR CONTINUATION OF ROOF DRAINS INTOTHE BUILDING.NOTESNORTH030'60'SCALE: 1" = 30'15' RDRDRDRDRDRDRDRDRDOVFRDGLOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGLOT 1HARMONY TECHNOLOGY PARKFOURTH FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGTRACT AHARMONY TECHNOLOGY PARKSIXTH FILINGLOT 1HARMONY TECHNOLOGY PARKFIFTH FILINGPRECISION DRIVE9' UTILITY EASEMENT64' ROW30' UTILITY & DRAINAGE EASEMENT45' UTILITY & DRAINAGEEASEMENTEXISTING STORM SEWERLOT LINELOT LINELOT LINELOT LINEEXISTING STORM SEWERBIORETENTION POND DRAINAGE SWALE1.5' SPILL C&G1.5' CATCH C&G1.5' SPILL C&G1.5' CATCH C&GSTORM LINE B(SEE SHEET C3.10)STORM LINE C(SEE SHEET C3.11)1.5' SPILL C&G1.5' CATCH C&GCURB CUTCURB CUTSTORM LINE D(SEE SHEET C3.12)TRENCH DRAINSTORM LINE C2(SEE SHEET C3.10)POND OUTLET STRUCTURE (TYPE C INLET)EX INV. = 4903.84 (E)TOP OF INLET = 4909.00TOP OF POND = 4910.45EXISTING BIORETENTION POND18" RCP W/ FESINV. = 4913.18PROPOSED BUILDIINGFFE = 4916.50TOP OF POND AND OVERFLOW WEIRELEV. 4910.50EXPOSE FFE AS SHOWN FOR LOADING DOCK(SEE NOTE 5)DRAINAGE EASEMENT24' EMERGENCYACCESS EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENTDRAINAGE EASEMENTOFFSITE EMERGENCYACCESS EASEMENTEXISTING 24' EMERGENCYACCESS EASEMENTCURB CUT20' UTILITY EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENTCRUSHER FINES TRAIL TO CONNECT TO EXISTINGTRAIL AT TIME OF PROJECT CONSTRUCTIONCURB CUTPRECISION TECHNOLOGY LLC 12/09/2020U200151" = 30'1" = N/APRECISION TECHNOLOGY NORTH 12/9/2020 7:36:39 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C4.00 - OVERALL GRADING & EC PLAN.DWGC4.00 - OVERALL GRADING & EC PLANSME NKS C4.0024OVERALL GRADING & EROSION CONTROL PLAN030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPR E L IM IN AR Y P L AN SNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com10SWALE FLOWLINEWALLINLET PROTECTIONROCK SOCKSEDIMENT CONTROL LOGCONCRETE WASHOUT AREAEROSION CONTROLBLANKETSILT FENCEVEHICLE TRACKINGCONTROLSLOPE PROTECTIONPROPOSED MAJORCONTOURPROPOSED MINORCONTOURPROPOSED BUILDING PADLEGENDNOTES1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATIONS.2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTIONAREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATEFENCES, ABOVE GROUND OR UNDERGROUND UTILITIES,STRUCTURES, AND UNDERGROUND FOUNDATIONS. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THATSHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATEFACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTIONPROCESS FOR THIS PROJECT.3.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PERTHE LANDSCAPE PLANS.EROSION CONTROL PRACTICES, SITEPROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITYREGULATIONS.4.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.CONTRACTOR SHALL NOTE THAT LOTS 1 AND 2 OF HARMONYTECHNOLOGY PARK FIFTH FILING ARE BOTH OWNED BY PRECISIONTECHNOLOGY LLC.5.REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.6.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ONTHIS DRAWING, THE CONTRACTOR SHALL COMPLETE,COORDINATE WITH, AND UPDATE AS REQUIRED, THESTORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT.7.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATEDTO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROLITEMS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TOVEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTIONFENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP.8.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ONSEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS,IRRIGATION, HARDSCAPE AND OTHER TEMPORARY ANDPERMANENT SITE STABILIZATION METHODS.9.STREET SWEEPING SHALL BE PERFORMED AS NEEDED AND/OR ATTHE DIRECTION OF THE CITY ENGINEERING INSPECTOR.10.CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION,CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.11.REFER TO SHEET C0.02 FOR ADDITIONAL EROSION CONTROLNOTES.EXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYCHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:EROSION CONTROL NOTES1.TOTAL DISTURBED AREA = 214,788 SF (4.93 ACRES).2.THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINALLANDSCAPE PLAN FOR DETAILS.3.REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4.EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSOHAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY.THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROMDRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TOVEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE,CONCRETE WASHOUT, AND SEDIMENT TRAP.6.SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED ONTOTHE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER TO CITYOF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.7.TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITE SHALLBE SEEDED WITH THE APPROPRIATE SEED MIX AND INSTALLATIONMETHOD AS SPECIFIED ON THE APPROVED LANDSACPE PLANS.8.A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BEUSED:INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRENITROGEN1365POTASSIUM1680POTASSIUMM120PROJECT:PRECISION TECHNOLOGYBEST MANAGEMENT PRACTICE ITEM:PRESERVE EXISTING VEGETATIONSILT FENCEVEHICLE TRACKING CONTROLSTAGING AREAS (if applicable)CONSTRUCTION FENCE (if applicable)ROCK SOCKSCONCRETE WASHOUT AREA(if applicable)TEMPORARY SEEDINGINLET PROTECTION (EXIST. & PROP.)1.COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OFCONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS.2.CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMPs.MOBILIZATIONDEMOLITIONUTILITYINSTALLATIONBUILDINGCONSTRUCTIONSITE GRADING& PAVINGFINAL LANDSCAPING& STABILIZATIONPHASE OF CONSTRUCTIONEROSION CONTROL SEQUENCING RDRDRDRDRDRDOVFRDG9.0013.26 LP12.25 LP8.0014.67 HPGRADE BREAKGRADE BREAK11.23GRADE BREAK 12.32 LP12.5016.0012.5016.501 6 . 5 0 1 6 . 5 016.0016.008.008.0010.4513.3513.1713.0611.4710.941 5 . 2 7 1 5 . 5 1 15.0914.9014.8115.1515.6814.9814.5614.4214.401 4 . 6 614.9014.4914.5714.4514.2914.2914.70 14.9416.2712.39 15.1315.6915.3515.6315.3515.2615.2515.6316.0016.5016.00 13.83 12.9112.77 LP13.1413.8213.6614.2214.1713.7114.1313.98 1 3 . 4 213.0812.4112.5211.0010.441 0 . 7 211.212.0% 4.0%11.3310.8315.23GB2.0%2.0%2.0%2.0%2.5%2.0%2.7%3.7% 3.3%2.2%2.1%2.0%2.5%5.0%5.0%3.6%3.2%2.8%3.1%4.2%4.7%4.5%5.5%2.0%0.5%4.9% 4.2%4.1%7.1%4.8%16.2%15.2% 10.0% 4.8%6.5%16.2%23.6%24.2%18.2%17.8%25.3%23.2%22.3%24.4%24.4%25.2%26.0%2.6%25.1%25.6%24.2%20.0%20.9%2.0%2.0%0.6%LOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGLOT 1HARMONY TECHNOLOGY PARKFOURTH FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGPRECISION DRIVE30' UTILITY & DRAINAGE EASEMENT45' UTILITY & DRAINAGEEASEMENTLOT LINELOT LINEEXISTING STORM SEWERBIORETENTION POND A DRAINAGE SWALE1.5' SPILL C&G1.5' CATCH C&G1.5' SPILL C&G1.5' CATCH C&GSTORM LINE B(SEE SHEET C3.10)STORM LINE C(SEE SHEET C3.11)1.5' CATCH C&GSTORM LINE D(SEE SHEET C3.12)TRENCH DRAINSTORM LINE C2(SEE SHEET C3.10)PROPOSED BUILDIINGFFE = 4916.50EXPOSE FFE AS SHOWN FOR LOADING DOCK(SEE NOTE 9)DRAINAGE EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENT20' UTILITY EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENTMATCH LINE SEE SHEET C4.1116.5012.6812.6816.2716.2715.43 16.05 10.8510.1810.6011.7312.5312.872.4%5.7%8.1% 3. 9%1.8%1.8%1.8%10.7710.7711.098.008.008.0011.7312.6111.3022.8%13.6%13.5%10.3% 8.2% 6.3%4.7%15.9814.14 16.50 15.7715.72 HP 14.32 LP 14.81 LP 14.6813.992.0%2.4%2.1%11.041 1 . 1 411.8211.9111.724.3%2.9%2.0% 7.0%15.3816.0016.14 16.20 15.5615.448.3%7.5%15.0215.1015.2215.0715.102.0%7.3%11.5%19.2%24.1%6.7%9.2%15.6%9.6%2.9%16.4%10.4%15.06 LP2.0%2.0%2.7%0.5%15.6215.3914.07 LP16.002.0%2.0%16.00POND OUTLET STRUCTURE (TYPE C INLET)EX INV. = 4903.84 (E)TOP OF INLET = 4909.00TOP OF POND = 4910.45CURB CUTEXPOSE BACK OF CURB (6" MAX)EXPOSE BACK OF CURB (6" MAX)STEPS W/ (7) RISERS(SEE ARCH. PLANS)PRECISION TECHNOLOGY LLC 12/09/2020U200151" = 20'1" = N/APRECISION TECHNOLOGY NORTH 12/8/2020 2:48:31 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C4.10 - DETAILED GRADING PLANS.DWGC4.10 - DETAILED GRADING PLANSSME NKS C4.1024DETAILED GRADING PLAN EAST020'40'SCALE: 1" = 20'10'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com11CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:SPILLWAY STRUCTURESWALE FLOWLINEWALLPROPOSED MAJORCONTOURPROPOSED MINORCONTOURPROPOSED BUILDING PADLEGENDNOTES1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATIONS.2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTIONAREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATEFENCES, ABOVE GROUND OR UNDERGROUND UTILITIES,STRUCTURES, AND UNDERGROUND FOUNDATIONS. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THATSHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATEFACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTIONPROCESS FOR THIS PROJECT.3.THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELDCONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THECONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALLCONTACT THE ENGINEER.5.SEE SOILS REPORT FOR PAVEMENT AND FOUNDATIONPREPARATION, DESIGN AND RECOMMENDATIONS.6.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PERTHE LANDSCAPE PLANS.EROSION CONTROL PRACTICES, SITEPROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITYREGULATIONS.7.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALKUNLESS OTHERWISE NOTED.8.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THISDRAWING CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ONTHE ARCHITECTURAL PLANS.9.FOR FINISHED GRADES ADJACENT TO THE BUILDING THAT AREBELOW THE FINISHED FLOOR ELEVATION BY MORE THAN 6-INCHES,REFER TO AND COORDINATE WITH THE ARCHITECTURAL PLANSFOR FOUNDATION REQUIREMENTS.10.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ONSEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS,IRRIGATION, HARDSCAPE AND OTHER TEMPORARY ANDPERMANENT SITE STABILIZATION METHODS.11.REFER TO SHEET C4.00 FOR EROSION CONTROL PLANS.12.REFER TO AND COORDINATE WITH THE STORMWATERMANAGEMENT PLAN FOR ALL GRADING ACTIVITIES.90.30PROPOSED SPOT ELEVATION FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE AT EXTERIOR WALL EOP = EDGE OF PAVEMENT LP = LOW POINT HP = HIGH POINT TOW = TOP OF WALL BOW = BOTTOM OF WALL3.13EXISTING GRADE10.0%4.0:1(10.0%)(4.0:1)PROPOSED SLOPEEXISTING SLOPEGRADE BREAKPROPOSED MINORCONTOURCATCH CURB & GUTTERSPILL CURB & GUTTERTCTRANSITION CURB FROMCATCH TO SPILL CURB RDRDRDRDRD1 4 . 1 4 L P 14.67 HP16.5016.5016.0016.0016.0015.9216.5016.0015.3515.2515.6314.921 5 . 8 5 15.1516.5015.6315.6416.1016.1016.0016.0016.0016.00 16.50 16.75 2.0% 2.0%1.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%3 . 4% 2.9%2.5%2.0% 4.8% 1.8%6.2%13.9% 7.8%8.3%8.3%7.8%23.0%15.7%7.7%16.2% 15.7116.0616.00LOT 1HARMONY TECHNOLOGY PARKFIFTH FILING9' UTILITY EASEMENT64' ROWLOT LINELOT LINELOT LINE1.5' SPILL C&GCURB CUTEXISTING BIORETENTION POND18" RCP W/ FESINV. = 4913.1824' EMERGENCYACCESS EASEMENTDRAINAGE EASEMENTOFFSITE EMERGENCYACCESS EASEMENTEXISTING 24'EMERGENCYACCESS EASEMENTDRAINAGE EASEMENTCRUSHER FINES TRAIL TO CONNECT TO EXISTINGTRAIL AT TIME OF PROJECT CONSTRUCTIONLOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGPROPOSED BUILDIINGFFE = 4916.50PRECISION DRIVEMATCH LINE SEE SHEET C4.1014.4114.79 15.00 16.00 16.5016.4416.3316.5016.0015.4415.8716.0016.0016.0016.0016.0016.00 16.00 16.00 4.9% 20.5% 22.8%16.5016.34 15.5015.342.0%16.5015.8515.36 LP15.77 HP14.66 LP15.89 16.5016.0016.50 15.54 GB16.30 GB 16.1216.50 16.40 EXPOSE BACK OF CURB (6" MAX)10.5%10.6%2.0%14.3014.3212.0%2.4%4. 2 % 2.0% 2.0%2.9%16.4 %10.4%11.0%17.6%3. 4 % 8.0% 16.9% 5.1 %8.4%24.7%26.3%9.6%5.3%2.2%9.2%2 . 4%3.2%GRADING DETAIL A(SEE THIS SHEET)13.8%21.8%0.0%2.0%15.341 5 . 0 6 L P9.7%CURB CUT0.5%1.5%0.5%2.0%2.0%2.0%14.52 LPSTEPS W/ (2) RISERS(SEE ARCH. PLANS)17.6%14.92 16.00 16.50 16.5016.0015.2215.3315.72 SW1 5 . 7 2 SW 6. 4 %4.0%16.500.4%16.70 TC16.17 1 6 . 7 0 TC 16.0016.22 TC16.0016.0016.982.0%5.0%17.1417.2415.97 16.2916.21CURB CUT14.91 LP15.73 16.2116.883.5%14.5714.6714.7915.1614.81 18.3%12.3%10.2%21.2%8.1%13.0%2.0%15.6615.5516.05 SW16.05 SW16.65TC16.15 SW16.65 TC16.15 SW2.0%2.0%0.5%15.303.0%2.0%PRECISION TECHNOLOGY LLC 12/09/2020U200151" = 20'1" = N/APRECISION TECHNOLOGY NORTH 12/8/2020 2:49:00 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C4.10 - DETAILED GRADING PLANS.DWGC4.10 - DETAILED GRADING PLANSSME NKS C4.1124DETAILED GRADING PLAN WEST020'40'SCALE: 1" = 20'10'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com12CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:SPILLWAY STRUCTURESWALE FLOWLINEWALLPROPOSED MAJORCONTOURPROPOSED MINORCONTOURPROPOSED BUILDING PADLEGENDNOTES1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATIONS.2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTIONAREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATEFENCES, ABOVE GROUND OR UNDERGROUND UTILITIES,STRUCTURES, AND UNDERGROUND FOUNDATIONS. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THATSHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATEFACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTIONPROCESS FOR THIS PROJECT.3.THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELDCONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THECONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALLCONTACT THE ENGINEER.5.SEE SOILS REPORT FOR PAVEMENT AND FOUNDATIONPREPARATION, DESIGN AND RECOMMENDATIONS.6.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PERTHE LANDSCAPE PLANS.EROSION CONTROL PRACTICES, SITEPROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITYREGULATIONS.7.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALKUNLESS OTHERWISE NOTED.8.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THISDRAWING CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ONTHE ARCHITECTURAL PLANS.9.FOR FINISHED GRADES ADJACENT TO THE BUILDING THAT AREBELOW THE FINISHED FLOOR ELEVATION BY MORE THAN 6-INCHES,REFER TO AND COORDINATE WITH THE ARCHITECTURAL PLANSFOR FOUNDATION REQUIREMENTS.10.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ONSEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS,IRRIGATION, HARDSCAPE AND OTHER TEMPORARY ANDPERMANENT SITE STABILIZATION METHODS.11.REFER TO SHEET C4.00 FOR EROSION CONTROL PLANS.12.REFER TO AND COORDINATE WITH THE STORMWATERMANAGEMENT PLAN FOR ALL GRADING ACTIVITIES.90.30PROPOSED SPOT ELEVATION FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE AT EXTERIOR WALL EOP = EDGE OF PAVEMENT LP = LOW POINT HP = HIGH POINT TOW = TOP OF WALL BOW = BOTTOM OF WALL3.13EXISTING GRADE10.0%4.0:1(10.0%)(4.0:1)PROPOSED SLOPEEXISTING SLOPEGRADE BREAKPROPOSED MINORCONTOURCATCH CURB & GUTTERSPILL CURB & GUTTERTCTRANSITION CURB FROMCATCH TO SPILL CURBGRADING DETAIL ASCALE: 1" = 10' RDRDRDRDRDRDRDRDRDOVFRDA1.60.500.951.00A1.50.460.951.00A1.40.450.951.00A1.30.470.951.00A1.20.060.951.00A1.10.100.951.00B1.10.080.951.00B1.20.150.951.00B1.30.100.951.00B1.40.060.951.00B1.50.060.951.00A40.100.951.00A30.160.861.00A20.100.851.00A10.240.250.31D10.100.550.69E10.090.250.31E20.300.780.98A60.520.841.00A50.080.250.31B10.570.460.58C10.100.420.53LOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGLOT 1HARMONY TECHNOLOGY PARKFOURTH FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGTRACT AHARMONY TECHNOLOGY PARKSIXTH FILINGLOT 1HARMONY TECHNOLOGY PARKFIFTH FILINGPRECISION DRIVEPROPOSED BUILDIINGFFE = 4916.50EXISTING STORM SEWERLOT LINELOT LINELOT LINELOT LINEPOND OUTLET STRUCTUREBIORETENTION POND A DRAINAGE SWALE1.5' SPILL C&G1.5' CATCH C&G1.5' SPILL C&G1.5' CATCH C&GSTORM LINE B(SEE SHEET C3.10)STORM LINE C(SEE SHEET C3.11)1.5' SPILL C&G1.5' CATCH C&GCURB CUTSTORM LINE D(SEE SHEET C3.12)TRENCH DRAINSTORM LINE C2(SEE SHEET C3.10)EXISTING BIORETENTION POND9' UTILITY EASEMENT30' UTILITY & DRAINAGE EASEMENT45' UTILITY & DRAINAGEEASEMENTDRAINAGE EASEMENT24' EMERGENCY ACCESS EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENTDRAINAGE EASEMENTCURB CUT64' ROW20' UTILITY EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENTSTORM LINE A(SEE SHEET C3.10)STORM LINE E(SEE SHEET C3.12)PRECISION TECHNOLOGY LLC 12/09/2020U200151" = 30'1" = N/APRECISION TECHNOLOGY NORTH 12/8/2020 2:49:18 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C5.00 - DRAINAGE PLAN.DWGC5.00 - DRAINAGE PLAN SME NKS C5.0024DRAINAGE PLAN030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPR E L IM IN AR Y P L AN SNOT FO R CON S T RUC T IO N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com13X.XXX.XXXX.XXBASIN DESIGNATIONBASIN AREA (ACRE)5 - YR RUNOFF COEFF.100 - YR RUNOFF COEFF.DESIGN POINTFLOW DIRECTIONDPD1LEGEND1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER.2.VEGETATIVE SWALES, BIOSWALES, AND THE BIORETENTION PONDSSHALL BE MAINTAINED BY THE PROPERTY OWNER AND FOLLOWAPPLICABLE STANDARD OPERATING PROCEDURES AS SHOWN INDEVELOPMENT AGREEMENT.3.SEE GRADING PLANS (SHEET C4.00) FOR MORE DETAIL ON PONDAND SITE GRADING.NOTESCHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:DRAINAGE SUMMARYPOND SUMMARYLOW IMPACT DEVELOPMENT TREATMENT SUMMARYBioretention PondLID WQCV REQUIRED3,058 CFLID WQCV PROVIDED3,458 CFBOTTOM OF POND ELEVATION4,908.00LID WQCV WATER SURFACE ELEVATION4,909.00100-YEAR WATER SURFACE ELEVATION4,910.00TOP OF POND ELEVATION4,910.64Proposed BasinsBasinArea%IC2C100Q2Q100(acre)(cfs)(cfs)A10.242%0.250.310.160.71A20.1085%0.851.000.251.04A30.1686%0.861.000.401.62A40.1090%0.951.000.281.01A50.082%0.250.310.050.23A60.5283%0.841.001.155.14A1.10.1090%0.951.000.271.00A1.20.0690%0.951.000.160.58A1.30.4790%0.951.001.264.63A1.40.4590%0.951.001.214.43A1.50.4690%0.951.001.234.53A1.60.5090%0.951.001.344.93A Total3.2480%0.851.005.1621.10B10.5729%0.460.580.522.37B1.10.0890%0.951.000.210.78B1.20.1590%0.951.000.401.47B1.30.1090%0.951.000.281.01B1.40.0690%0.951.000.150.57B1.50.0690%0.951.000.170.63B Total1.0256%0.680.841.746.82C10.1024%0.420.530.120.53D10.1032%0.550.690.140.63E10.092%0.250.310.060.28E20.3077%0.780.980.662.88E Total0.3959%0.660.820.733.17Proposed Total4.8571%0.780.987.9032.32BasinProposedImperviousArea (sf)LID TreatmentArea Treated(sf)% of SiteTreated (%)A1213Bioretention Pond2130%A23,904Bioretention Pond3,9043%A36,117Bioretention Pond6,1174%A43,990Bioretention Pond3,9903%A573Bioretention Pond730%A618,576Bioretention Pond18,57612%A1.13,951Bioretention Pond3,9513%A1.22,276Bioretention Pond2,2762%A1.318,234Bioretention Pond18,23412%A1.417,468Bioretention Pond17,46812%A1.517,868Bioretention Pond17,86812%A1.619,432Bioretention Pond19,43213%A Total112,103Bioretention Pond112,10375%B17,323None00%B1.13,059None00%B1.25,778None00%B1.33,986None00%B1.42,236None00%B1.52,480None00%B Total24,862None00%C11,037None00%D11,800None00%E179None00%E29,880None00%E Total9,959None00%Total Site149,411112,10375% PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/8/2020 2:49:33 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILS SME NKS C6.0024CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com14CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:6"2"R.2"6"6"12"1 1/2"R.2'-6"6"4 1/2"30"9"R 0.5"4.5"18"3.63"21.75"R 0.13"7"2"3.75"12"ROLL-OVERVERTICAL(LOVELAND)Gutter edge may betapered or battered.(Typical for all Curb && Gutter Types)THICKNESSASPHALTDESIGNED2T*WASPHALT2T*WT WP.C.CROSSPANTHICKENEDASPHALTTHICKENEDASPHALTTHICKNESSDESIGNEDAND WALKCURB, GUTTERT = THICKNESS OF CROSSPANW = WIDTH OF CROSSPANP.C.*-If subgrade is flyash treated, use T instead of 2T.LipFLBack of curbRight of Way L ineNOTE:1. Concrete driveway must be provided to the property line.2. 0" Curb Height, See Section A-A3. Standard Curb and Gutter Section, See Standard Drawing 701XWX1:50 (max.) Property Line N.T.S.SECTION A-A1" per ft.X = Curb Transition LengthY = Parkway Width VariesW = Driveway Width, See Standard Drawing Series 707 T = Concrete Thickness - 6" Residential, 8" CommercialAAPERSPECTIVE1:50 (max.)x=2' (min.)Driveway Widthx=2' (min.)W = WidthRefer to Chapter 25 for minimum removal dimensions.Expansion Joint if drivecontinues as concrete6"WalkY2"ROWY DetachedSidewalkRamp if necessaryRamp if necessary Varies1/4" per ft.1:12 (max.)1/4" per ft.Varies **Varies **Ramp LengthRamp LengthDetachedDetached1" per ft. 1:12 (max.)See note 3See Note 2See Note 2See Note 3** Ramp length not to exceed15'-0", slope must be uniform.12" min - 2" max1:12 (max.)1:12 (max.)T TNOTES: 1. 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. Standard Curb and Gutter Section, See Standard Drawing 701 4. 0" Curb Height, See Section A-A 5. All of these pedestrian improvements shall be in ROW or a pedestrian or public access easement. 6. Detectable Warning to extend the full width of the ramp and be 2'-0" in the direction of travel. Maximum slope in the direction of travel shall be no more than 5.0 percent (1:20). Material to be approved by local engineer 7. T = 6" for residential and 8" for commercial. 8. Distance from back of curb to the beginning of Detectable Warning cannot be greater than 5'-0" TYPE III DETACHED WALK N.T.S. SECTIONS A-A APPROACHCLASSIFICATIONTYPE Single Family 12'24' I, II, III, or IVCommercial Multi Family 36'24' 24'36' MINIMUM WIDTH WIDTH MAXIMUM Industrial 24'36' I, II, III, or IV I or II RESIDENTIAL: * * ** * DRIVEWAY WIDTHS High volume driveways (Type III or IV) allowed for 350 or greater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shall be divided w/a median not less than 6' wide. 1/4" per ft.1" per ft. 1:50 Slope TWalk1:501:12(max.)Gutter Parkway Sidewalk 1:12Detached A A (max)2'Flare See Note 4 See Note 3 If Concrete Driveway Expansion Joint See Note 6 1/4" per ft.1" per ft.1:12 (max.) 1" per ft. Driveway FL See Note 8I, II, III, or IV SidewalkDetached VAN- ACCESSIBLE PARKING MIN.MIN.ONE IN EVERYEIGHT ACCESSIBLESPACES, BUT NOTLESS THAN ONE,SHALL BE VANACCESSIBLE. ONE SIGN PER SPACE REQUIRED REQUIRED PER SPACE ONE SIGN REQUIRED PER SPACE ONE SIGN CAR ACCESSIBLE VAN ACCESSIBLE "UNIVERSAL DESIGN" CAR & VAN ACCESSIBLE OR A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED. THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE NEED FOR TWO SIGN TYPES. 8'5'8'8'8'8' 11' 5' 11'11' 5' RESERVED RESERVEDPARKING RESERVED PARKING R7-8 R7-8 R7-8Max. Sign Panel1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loosefrom the post when hit by a vehicle.2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.Cross section of post3" - 6" ABOVE GRADE2 1/4" Anchor3. Signs larger than 36 inches in length or width require wind bracing and special post design.NOTES:4. Anchor Stub and post are square steel tube (perforated).Anchor/StubPost SizeCRITERIA FOR SINGLE POST36" x 36"2.25" x 2.25" x 3'-0"2" x 2" x 12'-0"5. All "No Parking" signs shall be installed at 45° from Flow Line.**2" x 2" x 10' OR 12'12 GAUGE TELESPAR POST(22F12A31)7'-0" MIN. CLEARANCE2' - 3'FROM FStreet CurbSee Figure 16-1SWSAMPLEAVE2400R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMONDGRADE. SIGN MOUNTED TO POST WITH 1 EACHDRIVE RIVET WITH NYLON WASHER AGAINST SIGNFACE (ON TOP OF THE SIGN). THE BOTTOM OF THESIGN SHALL BE MOUNTED WITH 1 EACH5/16"x2-1/2" HEW BOLT WITH METAL AND FROMNYLON WASHERS (NYLON WASHER AGAINST SIGNFACE) AND SECURED WITH 1 EACH 5/16" HEX NUTON THE BACK SIDE OF POST.L2-1/4" x 2-1/4" x 3'ANCHOR/STUB2 EACH 8" BLADESMOUNTED TO POSTWITH 4 EACH DRIVERIVETS WITHNYLON WASHERS*12 Gauge30"8"8"(FORT COLLINS ONLY)FIRELANENOPARKINGSTANDARDFIRE LANE SIGN DETAILUNIVERSALFIRE LANE SIGN DETAIL PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/9/2020 8:31:36 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILS SME NKS C6.0124CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPR E L IM IN AR Y P L AN SNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com15CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:ATTACHED SIDEWALK DETAILSlope sidewalk to curb 1/4" per foot.NOTE: Construct sidewalk with joints at 10' intervalsR 1/8"WEAKENED PLANE JOINTEXPANSION JOINTR1/4"and aligned with scoring on curb.INSTALL IN LOCATIONS SPECIFIEDIN CHAPTER 221/2"1/4"1/4 SLAB THICKNESS1/4"1/2" ExpansionJoint materialDETACHED SIDEWALK DETAILVariableLandscapingSlope sidewalk to curb 1/4" per foot.2' min.Slope: Minimum 14"/ft Maximum 3"/ftDrivewayDrivewaySidewalkSECTION A-ADetached SidewalkAttached SidewalkAttachedDetachedAll Sidewalk Thickness Shall Be 6" minimum.SidewalkNOTE:1. Sidewalk grade shall remain consistent across driveway2. For driveway design requirements, see CONST. DWG. Series 706 & 7073. This detail applies to Residential & Commercial driveways.6"2'-0"6'-0"T.C.F.L.Lip1/2" ExpansionJoint Material1/2" ExpansionJoint Material8" Commercial6" ResidentialAASidewalkMin.Retaining Curb (Optional)NOTES:1. T = Concrete thickness, 6" minimum for entire ramp area.2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning).3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer.5. 0" Curb height, See Section A-A.6. Standard Curb and Gutter Section , See Standard Drawing 701.Detectable WarningOn a radius hold 6" at thecorners of the truncateddome warning.RetainingCurb(Optional)Radius = 8"1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inchesfrom flow line as shown.2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot.3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.4. Wood float finish is required over the sloped surface of ramp and flares.5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall matchstyle of adjacent curb and gutter.6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to amaximum width of 8 feet.7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Materialto be approved by local engineer8. T = Concrete thickness, 6" minimum for entire ramp area.SECTION A-APLAN VIEWN.T.S.N.T.S.NOTES:2' Transition (TYP.)4' (min)6"2'1:20 (max)1:12 (max)T, See Note 80" CurbLip of GutterDetectableWarningAA1/2" per ft.1" per ft.FlareCurbFlareDetectable WarningCurb Option,See Note 5Curb (TYP.)SIDEWALKSIDEWALK 0" Curb Height,See Section A-A(TYP)Standard Curband Gutter,See StandardDwg 701 (TYP)PedestrianLanding Area,See Note 22' (min)NOTES:1.THE ABOVE PAVEMENT SECTIONS WERE TAKEN FROM THE GEOTECHNICAL REPORT TITLED "GEOTHNICAL ENGINEER REPORT FORPRECISION TECHNOLOGY WAREHOUSE, FORT COLLINS, COLORADO" BY TERRACON DATED JUNE 5, 2020.HOT MIX ASPHALTAGGREGATE BASECOURSE (CLASS 6)FLY ASH STABILIZEDSUBGRADEHOT MIX ASPHALT PAVEMENT SECTIONSONSITE PAVEMENT DETAILSNOT TO SCALESERVICE LANESPARKING4"6"6"8"PORTLAND CEMENTCONCRETEFLY ASH STABILIZEDSUBGRADERIGID PAVEMENT SECTIONS5"2C6.0112" (Water & Sewer)If this section is less than4' of existing asphalt/concrete,it must be removed and replaced.Edge of Pavement orLip of Existing GutterCompactedLifts of SuitableMaterialsPavementThicknessVaries Varies 1" (min.)(See Note 9 below for Storm.)4" (min.)6" (max.)Trench WidthVaries2'(min.)Bedding MaterialUndisturbed SoilUtility ConduitNew Asphalt/ConcreteClean Road BaseExisting Road Base6" Full Depth Asphalt orX/Y Composite SectionNOTES:1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by theLocal Entity Engineer.2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straightedge.3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted forbackfill material.4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.8. In concrete roadways, a minimum of one entire concrete panel must be replaced.9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas ofunsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.12"12"12"HEAVY LOAD AREAS7"10"12"PARKING6"12"8"12"SERVICE LANESHEAVY LOAD AREASSTANDARD DETAIL 1(WITHOUT STENCIL)STANDARD DETAIL 1(WITH STENCIL)DETAIL 3(65' OR LESS)MUST BE PRE-APPROVED35'NOTE: PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/8/2020 2:49:50 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSSME NKS C6.0224CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPR E L IM IN AR Y P L AN SNOT FO R CON S T RU C T ION PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com16CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:CONSTRUCTED W/OVERTICAL CURBPAVEMENT SECTIONNORMAL FLOWLINEVARIESFLUSH CURBONSITE CONCRETE DETAILS1C6.02NOT TO SCALE6"2"R.6"6" 12"1 1/2"R.6"4 1/2"ONSITE CATCH CURB & GUTTERGutter edge may betapered or battered.(Typical for all Curb && Gutter Types)1" 6"2"R.1 1/2"R.6"4 1/2"Gutter edge may betapered or battered.(Typical for all Curb && Gutter Types)1"1'-6"6"6" 12"1"2' CONCRETE PAN2'6" CONCRETE6"6" CURBHAND FORM CURB TRANSITIONFROM 6" BARRIER CURB TO0" CURB WITHIN 6"2'6"NOTES:1.THE ABOVE CURB AND GUTTER DETAILS ARE TO BE USED OUTSIDE OF PUBLIC RIGHT-OF-WAY.FOR CURB AND GUTTER WITHIN PUBLIC RIGHT-OF-WAY REFER TO DETAIL 701 ON SHEET C7.00.ONSITE SPILL CURB & GUTTER2' CURB CUT1'-6"2' CONCRETE CHANNEL2'6" CONCRETE6"6"CONCRETE COLLARPROPOSED GRADE18" 6" PIPE OUTLET22"NOTES:1.REFER TO DETAILED GRADING SHEETS FOR MORE INFORMATION AND LOCATION.8" PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/8/2020 2:49:52 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSSME NKS C6.0324CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPR E L IM IN AR Y P L AN SNOT FO R CON S T RUC T IO N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com17CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED: PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/8/2020 2:49:56 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILS SME NKS C6.0424CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com18CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED: PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/8/2020 2:49:57 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILS SME NKS C6.0524CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com19CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:APPROVED:DATE:DRAWN BY: 1/12/00 SKCAPPROVED:DATE:DRAWN BY:11/8/00NBJAPPROVED:DATE:DRAWN BY:NJB11/9/00MANHOLE SHALL BE AS FOLLOWS:NOTE: MINIMUM INSIDE DIAMETER OF27 IN. TO 42 IN. (INCL.)24 IN. OR LESSVARIABLEALTERNATE BASE8 IN. MIN.6 IN.1 IN./FT.SLOPERECAST MANHOLEBASEOVER 42 IN.PIPE SIZEPOURED INVERT2 IN. MIN.8 IN. MIN.1 FT.1 IN./FT.SLOPE2 IN.18 IN. MAX48 IN. MAX. DEPTH30 IN. MIN. DEPTH5 FT. MIN. DEPTH RUNGS 12" O.C.MANHOLESEE NOTE8 IN.24 IN.24 IN. RING AND COVER - 400 LB.OR APPROVED EQUALDENVER HEAVY BY MACLEARFINISHED GRADE16 IN. MAX28 IN. MAX 48 IN.60 IN.72 IN.DIAMETERMIN. MANHOLEPOURED CONCRETEINSIDE AND OUTGROUT BASE TO CONEBASEMANHOLE SECTIONSASTM C-478INSIDE AND OUTGROUT SHIPLAP JOINTECCENTRIC CONEASTM C-478GROUTED INSIDE AND OUTADJUSTMENT SHIMBRICK &/OR CONCRETECITY OF FORT COLLINSUTILITIESSTORMWATERCONSTRUCTION DETAILSDRAWN BY:DATE:APPROVED:DETAIL11/7/00NBJSTANDARD MANHOLED-3NOTE:NON-SHRINK BACKFILL SHALL BE USED IN ALL PAVED AREAS.NON-SHRINK BACKFILL SHALL BE POURED TO WITHIN 4 IN. OF THEASPHALT SURFACING AND ALLOWED TO SET A MINIMUM OF THREEHOURS PRIOR TO PLACING ASPHALT.IF THE ASPHALT IS NOT PLACED THE SAME DAY, SLURRY SHALLBE POURED TO THE TOP OF THE ASPHALT, AND A MINIMUM OFTHREE HOURS CURING TIME PRIOR TO PERMITTING TRAFFIC ONTHE SLURRY: PRIOR TO PLACING THE ASPHALT SURFACING 4 IN.OF SLURRY MIX SHALL BE REMOVED, AND THE EXISTING PAVEMENTSQUARE CUT TO A MINIMUM OF ONE FOOT BEYOND THE TRENCH LINE.ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACINGTHE PERMANENT PATCH.A MINIMUM OF FOUR INCHES OF HOT ASPHALT SHALL BE USEDFOR THE PERMANENT PATCH. COLD MIX ASPHALT MAY BE USEDAS A TEMPORARY PATCH UNTIL HOT MIX ASPHALT IS AVAILABLE.NON-SHRINK BACKFILLNON-SHRINK BACKFILL MIXINGREDIENTS,CEMENT - 0.45 SACKWATER - 39 GALLONSAIR (ENTRAPPED) - 1.5%COURSE AGGREGATE(1 IN. MAX. - SIZE 57)SAND (ASTM C-33)WEIGHT/C.Y.42 LBS.325 LBS.1700 LBS.1845 LBS.3912 LBS.NON-SHRINK BACKFILL TO BEUSED IN ALL PAVED SECTIONSOF DEPT. OF HIGHWAY RIGHTOF WAY.11/29/00NBJAPPROVED:DATE:DRAWN BY:STANDARD CONCRETE NOTESAPPROVED:DATE:DRAWN BY:2/22/05TDC PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/8/2020 2:50:00 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILS SME NKS C6.0624CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPR E L IM IN AR Y P L AN SNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com20CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:NOT TO SCALECDOT TYPE C INLET DETAIL (POND OUTLET STRUCTURE)1C6.06IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT.3'-0 "2'-0"GRATING (SEE DETAIL,THIS DRAWING)GRATING DETAIL3.2.WEIGHT: 560 LBS1.NOTES:ISOMETRIC VIEW PLAN VIEW N.T.S.N.T.S.M.A. STEPS @12" O.C.4 TON P52 SL(NUMBER REQ'D VARIESWITH HEIGHT)N.T.S.SECTION B-B 3) STEEL REINFORCEMENT:4) CEMENT: ASTM C-150 SPECIFICATIONS1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BEDESIGN NOTES:4500 PSI (MIN.) 1) DESIGN LOADINGS:LIFTING NOTES:FRAME & GRATING NOT SHOWN4 TON P-52 SLANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80N.T.S.N.T.S.DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83DESIGNED FOR AASHTO HS-20 LOADINGEAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2GRATE AND T1 BACK COMBINATION.GRATING (SEE DETAIL,THIS DRAWING)PIPE(S) SIZE, SHAPE ANDLOCATION VARIESAASECTION A-ABBAADIRECTION SECTION IS VIEWED)SECTION LINE A-A (ARROWS POINT INLEGENDPIPE(S) SIZE, SHAPE ANDLOCATION VARIESOPEN AREA: 260 SQ. IN.3'-7 "2'-7"4"CURB ADJUSTS6"3 1 /4 " TO 9 "ANCHORSSTAKING NOTES:1)CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OFINLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYORPRIOR TO SETTING BOX.2)CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEETOF INCOMING CURB AND GUTTER IN EACH DIRECTIONSTAKED WITH THE INLET BOX. RUN STRING IF NECESSARYTO ENSURE PROPER CURB TRANSITION CAN BE MADE,AND THAT NO CONFLICTS ARISE.3"5"4-1/2"SUPPORT BEAM POCKET DETAILIF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT.6'-1"2'-0"GRATING (SEE DETAIL,THIS DRAWING)GRATING DETAIL3.2.WEIGHT: 1100 LBS1.NOTES:ISOMETRIC VIEW PLAN VIEW N.T.S.N.T.S.M.A. STEPS @12" O.C.4 TON P52 SL ANCHORS(NUMBER REQ'D VARIESWITH HEIGHT)N.T.S.SECTION B-BPOCKET FOR SUPPORT BEAM(SEE DETAIL, THIS DRAWING) 3) STEEL REINFORCEMENT:4) CEMENT: ASTM C-150 SPECIFICATIONS1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BEDESIGN NOTES:4500 PSI (MIN.) 1) DESIGN LOADINGS:LIFTING NOTES:FRAME & GRATING NOT SHOWN4 TON P-52 SLANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80N.T.S.N.T.S.N.T.S.6' -8 "2'-7"4"CURB ADJUSTS6"3 1 /4 " TO 9 "DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83DESIGNED FOR AASHTO HS-20 LOADINGEAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2GRATE AND T1 BACK COMBINATION.GRATING (SEE DETAIL,THIS DRAWING)POCKET FOR SUPPORT BEAM(SEE DETAIL, THIS DRAWING)PIPE(S) SIZE, SHAPE ANDLOCATION VARIESAASECTION A-ABBAALEGENDPIPE(S) SIZE, SHAPE ANDLOCATION VARIES6" THICKCONCRETEWALLOPEN AREA: 520 SQ. IN.STAKING NOTES:1)CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OFINLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYORPRIOR TO SETTING BOX.2)CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEETOF INCOMING CURB AND GUTTER IN EACH DIRECTIONSTAKED WITH THE INLET BOX. RUN STRING IF NECESSARYTO ENSURE PROPER CURB TRANSITION CAN BE MADE,AND THAT NO CONFLICTS ARISE.SECTION LINE A-A(ARROWS POINT INDIRECTION SECTION ISVIEWED)APPROVED:DATE:DRAWN BY:NBJ12/12/00 PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/8/2020 2:50:04 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILS SME NKS C6.0724CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYP L AN SNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com21CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:NOT TO SCALEHP STORM PIPE INSTALLATION DETAILS1C6.07NOTES:1.THE 30-MIL HDPE MEMBRANE NOT REQUIRED.2.A 6-INCH PERFORATED UNDERDRAIN WITH 10-INCH THICK CDOT NO. 4 AGGREGATE LAYER REQUIRED.ADVANCED DRAINAGE SYSTEMS, INC.RADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING ISINTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THISPROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERALRECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TOCONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THEAPPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THISPROJECT.DIA. DET/RET SYSTEMSTD-201© ADVANCED DRAINAGE SYSTEMS, INC.RADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING ISINTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THISPROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERALRECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TOCONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THEAPPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THISPROJECT.DIA. DET/RET SYSTEMSTD-101ARECOMMENDED MINIMUM TRENCH WIDTHS© MINIMUM RECOMMENDED COVER BASED ONVEHICLE LOADING CONDITIONS*** VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER**SEE BACKFILL REQUIREMENTS IN NOTE 6.NOTES:1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICEFOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOWAPPLICATIONS", LATEST ADDITION2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,WHEN REQUIRED.3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO ADEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THEENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCHBOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDEDOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THEENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm)FOR 30"-60" (750mm-1500mm).5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDINGTO THECROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TOENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS)IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TOPREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPEAND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLEPAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEETOF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL.PIPE DIAM.MIN. TRENCH WIDTH4"21"(100mm)(533mm)6"23"(150mm)(584mm)8"26"(200mm)(660mm)10"28"(250mm)(711mm)12"30"(300mm)(762mm)15"34"(375mm)(864mm)18"39"(450mm)(991mm)24"48"(600mm)(1219mm)30"56"(750mm)(1422mm)36"64"(900mm)(1626mm)42"72"(1050mm)(1829mm)48"80"(1200mm)(2032mm)60"96"(1500mm)(2438mm)SURFACE LIVE LOADING CONDITIONPIPE DIAM.H-25HEAVY CONSTRUCTION(75T AXLE LAOD) *12" - 48"12" 48"(300mm - 1200mm)(305mm)(1219mm)60"24" 60"(1500mm)(610mm)(1524mm)MAXIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONSFILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12,LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITHTHE FOLLOWING ASSUMPTIONS:NO HYDROSTATIC PRESSURE,UNIT WEIGHT OF SOIL (Ys) = 120 PCFPIPE DIAM.CLASS ICLASS IICLASS IIICOMPACTEDDUMPED95%90%95%4"3416231617(100mm)(10.4m)(4.9m)(7.0m)(4.9m)(5.2m)6"4019271920(150mm)(12.2m)(5.8m)(8.2m)(5.8m)(6.1m)8"3014211415(200mm)(9.1m)(4.3m)(6.4m)(4.3m)(4.6m)10"3416231617(250mm)(10.4m)(4.9m)(7.0m)(4.9m)(5.2m)12"3517241718(300mm)(10.7m)(5.2m)(7.3m)(5.2m)(5.5m)15"3718251819(375mm)(11.3m)(5.5m)(7.6m)(5.5m)(5.8m)18"3215221516(450mm)(9.8m)(4.6m)(6.7m)(4.6m)(4.9m)24"2713191314(600mm)(8.2m)(4.0m)(5.8m)(4.0m)(4.3m)30"2211161111(750mm)(6.7m)(3.4m)(4.9m)(3.4m)(3.4m)36"2612181213(900mm)(7.9m)(3.7m)(5.5m)(3.7m)(4.0m)42"2411171112(1050mm)(7.3m)(3.4m)(5.2m)(3.4m)(3.7m)48"2311161112(1200mm)(7.0m)(3.4m)(4.9m)(3.4m)(3.7m)60"2612181213(1500mm)(7.9m)(3.7m)(5.5m)(3.7m)(4.0m) PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/9/2020 7:17:43 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILS SME NKS C6.0824CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYP L AN SNOT FOR CON S T RUC T ION PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com22CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:NOT TO SCALENYLOPLAST DRAIN BASIN INSTALLATION DETAILS1C6.08REVJ7001-110-011DWG NO.1 OF 1SHEET1:1SCALEDWG SIZEA3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com8 IN - 36 IN DRAIN BASIN SPECIFICATIONSTITLEPROJECT NO./NAMEMATERIALDATEREVISED BY3-10-00DATECJADRAWN BY02-21-18NMH®©2013 NYLOPLASTTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.NOT TO SCALE100-YEAR ORIFICE PLATE DETAIL3C6.0834"30"5/16" THICK GALVANIZEDSTEEL PLATEPLATE CENTERED OVER 24"PIPE OPENING IN WALL1/2" Ø HOLES FOR 3/8" ØEXPANSION BOLTSEMBEDDED 2" INTOCONCRETE WALL@ 6" O.C. MIN.13-3/8" Ø ORIFICENOTES1.ALL CONCRETE SHALL BE CLASS B.2.FOR LOCATION OF STILLING BASIN AND OUTLET PIPES, SEE PLANS.3.EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH.4.SEE PLANS FOR GRADING DETAILS.MODIFIED IMPACT STILLING BASIN/FOREBAY DETAILNOT TO SCALEELEVATION VIEWPLAN VIEWWELDED WIRE FABRIC 6X6 - W 1.4 X W 1.4REBAR DETAILWELDED WIRE FABRIC 6X6 - W 1.4 X W 1.4IN BASE SLAB3" CLEARANCE TOP AND BOTTOM#4 @ 18" O.C. BENT TIE BAR3"#4 CONTINUOUS10" TO 18"#4 @ 18" O.C.7"BENT BAR DETAIL10"10"0.67'3'1.5'0.08'1.25'VARIESVARIES0.83'PIPE SIZE VARIES Ø0.83'2'0.5'0.83'1.5'#4 @ 18" O.C. BENT INTO SLAB10" ØVARIESVARIES2C6.08RESERVED FOR FUTURE SUBMITTALNOTES1.ORIFICE PLATE LOCATED IN THE POND OUTLET STRUCTURE OVER THE EXISTING 24" PIPE. PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/8/2020 2:50:11 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILS SME NKS C6.0924CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYP L AN SNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com23CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:APPROVED:DATE:DRAWN BY:12/27/00NBJF L O WAPPROVED:DATE:DRAWN BY:NBJ11-29-2000APPROVED:DATE:DRAWN BY:01/03/01NBJSEDIMENT CONTROL LOG INSTALLATION DETAILNOT TO SCALE2C6.09ROCK SOCK DETAILNOT TO SCALE1C6.09 PRECISION TECHNOLOGY LLC 12/09/2020U200151" = N/A1" = N/APRECISION TECHNOLOGY 12/8/2020 2:50:15 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U20015 - PRCS PRECISION TECH II\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILS SME NKS C6.1024CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO.BY DATE CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com24CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:CWAVEHICLE CONTROL TRACKING PADNOT TO SCALECONCRETE WASHOUT AREANOT TO SCALE1C6.102C6.10VTCSURFACE ROUGHENINGNOT TO SCALE3C6.10DANDY CURB BAGTMOVERFLOWGAPCURB ANDGUTTER INLETCURBFILTERLOW PROFILE WITHGUTTER FOR SAFETYAND CURB APPEALLIFTINGSTRAPSSTORM SEWERGRATE COMPLETELYCOVERED BYHI-FLOW FABRICDANDY BAGVELCROCLOSURELIFT STRAPSUSED FOR EASYMOVEMENT ANDINSPECTION OFUNITSTORMSEWERGRATEDANDY BAGRSTORMSEWERGRATERDANDY CURBTMMANHOLECURB OPENINGWITHOUT GRATECURB FILTEROVERFLOWGAPAGGREGATEPOUCHINLET FILTER DETAILSNOT TO SCALESTABILIZED STAGING AREA DETAILNOT TO SCALECOMBINATION INLET FILTER - DP1TYPE R INLET FILTER - DP2AREA INLET FILTER - DP3NOTES:1.INLET FILTERS SHALL BE DANDY PRODUCTS AS SHOWN OR APPROVED EQUAL. PLAN VIEWREFERS TO DANDY PRODUCTS AS "DP-#" AS DESIGNATED ON THIS DETAIL.4C6.105C6.10