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HomeMy WebLinkAboutAPEX-HAVEN - FDP210012 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSSHIELDS ST PROJECT SITEBALSAM LNJUNIPER LNBIRKY PLSHEELY DRWHITCOMB ST PROSPECT RDHOBBIT STPITKIN STWALLENBERG DRLAKE STMAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = 400'1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:48:54 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER KRB CDB C0.0028COVER SHEET FINAL UTILITY PLANS FORAPEX-HAVEN APARTMENTSBEING A REPLAT OF LOTS 1 AND 2, THE SLAB PROPERTY, SITUATED IN THE SOUTHWEST QUARTER OFSECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOJUNE 2022THESE 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.KEVIN BRAZELTON, PE #38837 DATESCALE: 1"= 400'CERTIFICATION STATEMENTDISCLAIMER STATEMENTVICINITY MAPOWNER / APPLICANTMAXIIIMO DEVELOPMENT GROUP706 SOUTH COLLEGE AVENUE, SUITE 207FORT COLLINS, CO 80524PHONE: 970-566-2948CONTACT: CHRISTIAN BACHELETCIVIL ENGINEERUNITED CIVIL DESIGN GROUP, LLC1501 ACADEMY CT., STE 203FORT COLLINS, CO 80524PHONE: 970-530-4044CONTACT: KEVIN BRAZELTONPLANNER/LANDSCAPEARCHITECTRUSSELL+MILLS STUDIOS141 SOUTH COLLEGE AVENUE, SUITE 104FORT COLLINS, CO 80524PHONE: 970-484-8855CONTACT: SHELLEY LAMASTRAARCHITECTalm2s712 WHALERS WAY, B-100FORT COLLINS, CO 80525PHONE: 970-223-1820CONTACT: IAN SHUFFPROJECT TEAMUTILITYPROVIDERCONTACTPHONEWater/WastewaterCity of Fort Collins UtilitiesWes Lamarque(970) 416-2418StormwaterCity of Fort Collins UtilitiesWes Lamarque(970) 416-2418PowerCity of Fort Collins Light & PowerCody Snowdon(970) 416-2306Natural 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 andcompleteness of the information shown.UTILITY PROVIDERSC0.00COVER SHEETC0.01-C0.02GENERAL NOTESC1.00EXISTING CONDITIONS & REMOVALS PLANC2.00HORIZONTAL CONTROL PLANC2.01PAVEMENT, SIGNING & STRIPING PLANC3.00OVERALL UTILITY PLANC3.01WATER PLANC3.02STORM SEWER PLAN & PROFILESC3.03ROOF DRAIN PLANC3.04UNDERGROUND WATER QUALITY PLANC4.00OVERALL GRADING & EROSION CONTROL PLANC4.01-C4.02DETAILED GRADING PLANSC5.00DRAINAGE PLANC6.00-C6.11CONSTRUCTION DETAILSTR101TREE PROTECTION AND REMOVAL PLANSHEET INDEXCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROJECT COORDINATESPROJECT DATUM: NAVD 88.BENCHMARK #1: CITY OF FORT COLLINS 28-92SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTRE AVENUE, ON A WATER VALVE PIT.ELEVATION: 5010.65BENCHMARK #2: CITY OF FORT COLLINS 29-92APPROXIMATE 300-FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THENORTH END OF THE WEST BRIDGE PARAPET WALL.ELEVATION: 5025.67PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDINGDEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINSDATUM) FOR THEIR VERTICAL DATUMS.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANYPURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIORCITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.17'.BASIS OF BEARINGS:BASIS OF BEARINGS IS THE SOUTH LINE OF LOT 2 AS BEARING NORTH 89° 22' 14" WEST(ASSUMED BEARING)NOTE:1.ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THERESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES ANDELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES.PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.221City of Fort Collins, COUTILITY PLAN APPROVALAPPROVED:CITY ENGINEER,APPROVED SHEETSDATEAPPROVED:WATER & WASTEWATER UTILITY,APPROVED SHEETSDATEAPPROVED:STORMWATER UTILITY,APPROVED SHEETSDATEAPPROVED:PARK PLANNING & DEVELOPMENT,APPROVED SHEETSDATEAPPROVED:TRAFFIC OPERATIONS,APPROVED SHEETSDATEAPPROVED:ENVIRONMENTAL PLANNER,APPROVED SHEETSDATE06.01.22 MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = ###'1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:49:00 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER KRB CDB C0.0128GENERAL NOTES PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.22LARIMER 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 is4.5 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 "Apex-Haven Apartments" prepared by United Civil Design Group LLC, and dated July 14,2021, 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 88BENCHMARK #1: CITY OF FORT COLLINS 28-92SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTRE AVENUE, ON A WATER VALVE PIT.ELEVATION: 5010.65BENCHMARK #1: CITY OF FORT COLLINS 29-92APPROXIMATE 300-FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.ELEVATION: 5025.67PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORTCOLLINS DATUM) FOR THEIR VERTICAL DATUMS.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTEDDATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM -3.17'.BASIS OF BEARINGS:BASIS OF BEARINGS IS THE SOUTH LINE OF LOT 2 AS BEARING NORTH 89° 22' 14" WEST (ASSUMED BEARING)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: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 "Apex-Haven Apartments" prepared by United Civil Design Group LLC, and dated July 14,2021, 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.CITY OF FORT COLLINS WATERLINE NOTES1.Water mains shall be DIP with polywrap or PVC with tracer wire.2.Water mains shall be installed with 4.5 to 5.5 feet of cover unless otherwise approved.3.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. TheHDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed withthe HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25.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 Noteslisted 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 thesame. Their placement 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 fieldinspection must be corrected before the 2-year warranty period will begin.12.The developer installing signs shall be responsible for locating and protecting all underground utilities.13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the City of Fort CollinsTraffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseencondition warrants such signage according to the MUTCD or the CDOT M and S standards. All signage and striping shall fall under the requirements ofthe 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.2 MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = ###'1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:49:05 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER KRB CDB C0.0228GENERAL NOTES PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.22STANDARD 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 of theconstruction 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 to allowadequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact protectedfrom sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well inadvance 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 activities commencing.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, towhat is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current stateand progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion ControlInspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions, withupdates 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 for City,County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall beresponsible to comply with all of these aforementioned laws and regulations.10)The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering,Clean Water Act, Army Corps of Engineers' 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits orcopies shall be made available upon request by the City.11)The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and self-inspections,etc. of the Control Measures involved in the construction activities.12)The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or siteconditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for anyexplanations, interpretations, or supplementary data provided by others.13)All Control Measures shall be installed in accordance with the Manual.14)The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority.15)As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In thesecases, 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 intended function.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause theirrelease into any drainage way.18)Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection than theoriginal Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction siteshave shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic.19)Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review andacceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures' details shall be submitted,reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with soundengineering 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 to thearea required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing constructionactivities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include when practicaladvancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation effortsshall start as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities as much possible.22)All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials fromleaving the site.23)All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at all timesby 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 otherpermanent erosion control is installed.24)No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening,watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code§12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities orabandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior tousing 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 with ControlMeasures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall bethoroughly cleaned out.27)All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through theuse of Control Measures.28)All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall have someform of effective sediment control as the, or as part of the, perimeter control.29)All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through useof Control Measures.30)No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding orpermanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project thatis temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control Inspector.During a season when seeding does not produce vegetative cover, anothertemporary erosion control shall be implemented with or until temporary seeding orpermanent 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 onthose cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will needprotection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification.Vehicle Tracking32)At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed atleast one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a pointwhere vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities).33)In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inletslocated near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system.34)City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from anysource. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potentialfor migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter andshall be removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to thesesections of code 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 proximityto the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition thatcould impact 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 inspection andwill generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways.38)Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels, paints,solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they should bestored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outsidein a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondarycontainment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwaterstructures 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. Thisarea shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored aspart of the routine inspections. All areas shall keep spill kits and supplies close.Significant Dust or Particulate generating Process40)The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities thatresult in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All requiredpractices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities untilthe 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 Control Measuresshall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as partof the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent access fromhardscape to the Control Measure is to occur, a structural tracking Control Measure shall be implemented. These Control Measures shall be frequentlycleaned 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 request andplan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developershall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site.Concrete Saw Cutting Materials44)Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall prevent materialfrom leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper and legaldisposal.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 structures ordrainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where notable 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. Thisconsists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways.Other Site Operations and Potential Spill Areas47)Spills: For those minor spills that; are less than the State's reportable quantity for spills, stay within the permitted area, and in no way threaten any stormwaterconveyance, notify theCity of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major, or hazardous spills,notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been notified and is on route, County Health Department (LCDHE)has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill Hotline Incident Reporting have been contacted1-877-518-5608. 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 proven tocause entrapment issues.Final stabilization and project completion49)Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project andbefore turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility.50)All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.51)All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans within 14 working daysof final grading.52)Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.53)All seeding shall refer to landscaping plans for species mixture and application rates and depths requirements.54)All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed for drillseeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other areasnot 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. The useof 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 seed willbe 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%) vegetative coverhas been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction ControlMeasures.57)The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All ControlMeasures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any 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 site willbe considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties.3 HYD WCSSEG LOT 252,006 SF8' UTILITY &DRAINAGE EASEMENTTO BE VACATEDPROPERTY CORNERN:124065.44E:191087.95PROPERTY CORNERN:124064.42E:191315.86PROPERTY CORNERN:123835.74E:191314.2615' UTILITY &DRAINAGE EASEMENT5' UTILITY &DRAINAGE EASEMENT10' PUBLICACCESS EASEMENT30' EMERGENCYVEHICLE, PUBLICACCESS, UTILITYAND DRAINAGEEASEMENTWEST PROSPECT ROAD(RIGHT-OF-WAY VARIES)EXISTING HOUSETO REMAINEXISTING HOUSETO REMAINEXISTINGDRAINAGEEASEMENTNON-VEHICULARACCESS PUBLICEASEMENTEXISTING ELECTRICALVAULT TO BE RELOCATEDPORTION OF RETAINING WALL TO REMAINRETAINING WALL TO BEREMOVED &RECONSTRUCTED WITHSITE IMPROVEMENTSRIGHT-OF-WAYEXISTINGUNDERGROUNDELECTRICALEXISTINGUNDERGROUNDELECTRICALEXISTING TV/CABLEVAULT TO BE RELOCATEDEXISTING CURB STOPTO BE RELOCATEDEXISTING WATER SERVICETO BE RELOCATEDEXISTING RETAININGWALL TO REMAINEXITING TREE TO BE REMOVED (TYP.)(SEE NOTE 7)EXISTING DRY UTILITIESEXISTING 34" WATERSERVICE TO REMAINEMERGENCY ACCESS, PUBLICACCESS, UTILITY AND DRAINAGEEASEMENTEXISTING OUTLETPIPE TO BE REMOVEDEXISTING STORMSEWER TO REMAINFORT COLLINSLANDMARKORDINANCEEXISTING POWERPOLE TO REMAIN10' DRAINAGEEASEMENTEXISTING SANITARY SEWEREXISTING STORMSEWER TO REMAINREMOVE EXISTING GRAVELAND GRASS PAVER MATERIALREMOVE 180 LFEXISTING FENCEEXISTING CURB CHASETO BE REMOVEDPROPERTY BOUNDARYEXISTING APEXBUILDINGSAWCUT AND REMOVEEXISTING PAVEMENT WITHUTILITY CONSTRUCTIONEXISTING FENCE TO BEREMOVED/REPLACED(SEE LANDSCAPE PLANS)APPROXIMATESEWER SERVICECAPPED AT HOUSE(SEE NOTE 10)APPROXIMATE LOCATION OFEXISTING 34" WATER STUBSALVAGE AND REPLACEEXISTING FENCE AROUNDDETENTION PONDABANDON EXISTINGWATER SERVICE AT MAINPER CITY STANDARDSEXISTING SEWERSERVICE TO BE RELINEDEXISTING TREETO REMAINLIMITS OF DISTURBANCEPROPERTY BOUNDARYN0° 37' 45.81"E 238.26'S89° 23' 22.76"E 262.50'S0° 37' 45.81"W 11.15'S89° 44' 36.63"E 227.90'S0° 23' 59.38"W 228.68'N89° 22' 14.19"W 491.32'PROPERTY CORNERN:124076.59E:191088.08PROPERTY CORNERN:124079.38E:190825.59PROPERTY CORNERN:123841.14E:190822.98EXISTINGPARKING LOTEXISTINGHOUSEEXISTING CURBTO BE REMOVEDEXISTING LOT LINE TO BEREMOVED WITH PLATSAWCUT EXISTING CONCRETEEXISTING 10' MULTI-MODALPUBLIC ACCESS EASEMENTEXISTING WATERMETER TO REMAINEXISTING 3/4"WATER SERVICETO BE REMOVEDEXISTING GASSERVICE TO REMAINEXISTING GRAVELTO BE REMOVEDEXISTING TREETO REMAINEXISTING TREETO REMAINMAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = 20'1" = N/AAPEX-HAVEN APARTMENTS NORTH 6/1/2022 1:49:16 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C1.00 - EXISTING CONDITIONS AND REMOVALS PLAN.DWGC1.00 - EXISTING CONDITIONS AND REMOVALS PLANKRB CDB C1.0028EXISTING CONDITIONS & REMOVALS PLAN020'40'SCALE: 1" = 20'10'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.224LOT LINEPROPERTY BOUNDARYRIGHT OF WAYEASEMENTEXISTING MAJOR CONTOUREXISTING MINOR CONTOURLIMITS OF DISTURBANCEREMOVE EXISTING CURB &GUTTERREMOVE EXISTING FENCESAWCUT LINEREMOVE EXISTINGUTILITY LINEREMOVE & PATCHEXISTING ASPHALTREMOVE EXISTINGBUILDINGREMOVE & REPLACEEXISTING CONCRETEREMOVE EXISTING TREE(SEE NOTE 7)REMOVE EXISTINGUTILITY STRUCTURELEGENDEXISTING EASEMENTTO BE VACATEDNOTES1.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 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.3.ALL REPAIRS RELATED TO WEST PROSPECT ROAD IMPROVEMENTSSHALL BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.4.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THENEAREST JOINT.5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.6.CONTRACTOR SHALL COORDINATE REMOVALS ASSOCIATED WITHTHE EXISTING BUILDING WITH THE ARCHITECTURAL DRAWINGS.7.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTINGTREES AND OTHER PLANTINGS SHOWN ON THIS DEMOLITION PLANWITH THE LANDSCAPE DRAWINGS. TREE REMOVAL SHALL BE BY ABUSINESS HOLDING A CURRENT CITY OF FORT COLLINS ARBORISTLICENSE AND ON THE CITY BID LIST. A FREE PERMIT MUST BEOBTAINED FROM THE CITY FORESTER BEFORE TREES AREREMOVED.8.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITIONAND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITYPROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.9.CONTRACTOR SHALL NOTE THAT AN EXISTING GROUNDWATERWELL MAY BE PRESENT ONSITE. THE EXACT LOCATION OF THEEXISTING WELL IS UNKNOWN BUT IS ANTICIPATED TO BE LOCATEDNORTH OF BUILDING 3. IF FOUND, THE CONTRACTOR SHALLREMOVE AND ABANDON THE EXISTING WELL PER STATEREQUIREMENTS.10.THE EXISTING SANITARY SEWER TO THE WESTERN EXISTING HOUSEWAS REMOVED ON THE SITE, CAPPED AT THE HOUSE ANDABANDONED AT THE MAIN DURING THE CONSTRUCTION OF THEEXISTING DETENTION POND. UPUPUPUPRISERPROPERTY CORNERN:124065.44E:191087.95PROPERTY CORNERN:124064.42E:191315.86PROPERTY CORNERN:123835.74E:191314.26BUILDING CORNERN:123971.44E:191235.81BUILDING CORNERN:123929.31E:191288.57BUILDING CORNERN:124055.70E:191289.57BUILDING CORNERN:124056.70E:191123.88BUILDING CORNERN:124001.60E:191122.8810' SIDEWALK14'12'2' CURB CHANNEL2' SIDEWALK CHASE5' UTILITY &DRAINAGE EASEMENT16' FL-EOP26' FL-FLEMERGENCY ACCESS, PUBLICACCESS, UTILITY & DRAINAGEEASEMENT2' CURBCHANNEL6' CONCRETEWALKLANDSCAPE WALL(SEE GRADING &LANDSCAPE PLANS)DRAINAGEEASEMENTNON-VEHICULARPUBLIC ACCESSEASEMENTADASIDEWALKRAMPSPROPOSEDRETAINING WALL(SEE NOTE 8)EXISTING SIDEWALKEMERGENCY ACCESS & PUBLICACCESS EASEMENTDRAINAGEEASEMENTFLUSH CURB20' EOP-EOPFORT COLLINSLANDMARKORDINANCE26.2'8.83'25'51' ROW2' SIDEWALK CHASE5' SIDEWALKCONNECT TOEXISTING SIDEWALK15' UTILITY& DRAINAGEEASEMENT7' ACCESSEASEMENTPAVEMENT PATCHPROPOSED CEDARFENCE (SEELANDSCAPE PLANS)PROPOSED CEDAR FENCE(SEE LANDSCAPE PLANS)TRASH ENCLOSURE(SEE ARCH. PLANS)4.5' SIDEWALK6' SIDEWALK6' SIDEWALKCONNECT TO EXISTING SIDEWALK30' EMERGENCY ACCESS,NON-VEHICULAR PUBLIC ACCESS,UTILITY & DRAINAGE EASEMENTEXISTING MULTI-MODAL PUBLICACCESS EASEMENT (SEE PLAT)PROPERTY CORNERN:123841.14E:190822.98PROPERTY CORNERN:124079.38E:190825.59PROPERTY CORNERN:124076.59E:191088.08EXISTINGRESIDENCE(BUILDING 2)EXISTINGRESIDENCE(BUILDING 3)PROPOSEDAPARTMENTS(BUILDING 1)WEST PROSPECT ROAD(RIGHT-OF-WAY VARIES)EXISTING APEXBUILDINGEXISTINGPARKINGAREABIORETENTIONPONDDOGPOCKETPARKBICYCLEPARKING6" CURB HEADPROPOSED 3'CONCRETE PANN0° 37' 45.81"E 238.26'S89° 23' 22.76"E 262.50'S0°37'45.81"W11.15'S89° 44' 36.63"E 227.90'S0° 23' 59.38"W 228.68'N89° 22' 14.19"W 491.32'BUILDING CORNERN:124001.60E:191215.65PROPERTY BOUNDARYEXISTINGRESIDENCEINFILL CENTER MEDIAN W/ CONCRETEEXTEND CONCRETE PAVEMENT4'RECONSTRUCT EXISTING CURBADA RAMPDRAINAGE SWALEDETENTION POND WALLSWITH IMPERMEABLE LINER(SEE DETAILS & NOTE 8)EMERGENCY OVERFLOW8' UTILITY& DRAINAGEEASEMENTGRATED PLATEOVER CURBCHANNELSEATWALL(SEE LANDSCAPE PLANS)TYPE 3 BARRICADE2'1'2'1'ADA RAMP2' CURB CUTL1C1L 2 C2L3 C3L4C4L5 C5L6L7 L8C6C7L9C8C9L10L11 L 1 2C10 L13C11C12C13C14L14L15C15 L16L17L18C16L19C17L20 C18L21 C19Curve TableCURVEC1C2C3C4C5C6C7C8C9C10C11C12C13DELTA47°47'21"20°38'28"45°43'37"29°00'09"90°00'00"98°00'41"81°59'19"54°03'24"22°33'15"132°12'39"127°29'53"23°49'46"152°13'35"RADIUS20.00'20.00'25.00'51.00'2.00'2.00'25.00'8.00'5.00'1.92'2.00'44.00'2.00'LENGTH16.68'7.21'19.95'25.82'3.14'3.42'35.77'7.55'1.97'4.42'4.45'18.30'5.31'BEARINGN66°45'48"EN32°32'54"EN07°23'21"WN15°45'06"WN45°00'00"WN40°59'39"EN49°00'21"WS62°58'18"WS47°13'14"WS23°14'12"EN26°54'33"EN24°55'31"WN89°07'25"WCHORD16.20'7.17'19.43'25.54'2.83'3.02'32.80'7.27'1.96'3.50'3.59'18.17'3.88'PROPOSEDDETENTIONPONDCONNECT TO EXISTING SIDEWALKCONNECT TO EXISTING RETAINING WALLPARKING BLOCK (TYP)BICYCLE PARKING AND CURB(SEE LANDSCAPE PLANS)DOG POCKET PARK (SEELANDSCAPE PLANS)6" SPILL CURB6" CATCH CURB6" SPILL CURB2' CURBCHANNEL6" MONOLITHIC CURBTCTCTC2' SIDEWALK CHASEDOWEL CONNECTION BETWEEN EXISTINGAND PROPOSED CONCRETE PAVINGCONSTRUCTION JOINT W/ DOWELED CONNECTION BETWEENEXISTING AND PROPOSED CONCRETE PAVING (SEE DETAILS)CONSTRUCTION JOINT W/ DOWELED CONNECTIONBETWEEN EXISTING AND PROPOSED CONCRETEPAVING (SEE DETAILS)R1'R1'7.67'11.1'PROPOSED RETAINING WALL (SEE LANDSCAPE PLANS)WALL CORNERN:124003.73E:191056.36WALL CORNERN:123995.69E:191067.39L2 2 L23Line TableLINEL1L2L3L4L5L6L7L8L9L10L11L12L13LENGTH7.11'10.01'2.36'37.84'10.61'13.00'32.00'12.78'50.20'1.89'73.79'3.66'18.52'BEARINGS89°55'26.48"EN42°52'07.63"EN18°51'03.15"EN30°15'09.84"WN00°03'56.12"WN90°00'00.00"WN00°00'00.00"EN90°00'00.00"EN90°00'00.00"WS58°29'51.28"WN00°00'00.00"ES42°52'07.63"WS89°20'31.03"ETCTCFLUSH CURB2'2'FLUSH CURB6" CURB6" CURBCurve TableCURVEC1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19DELTA47°47'21"20°38'28"45°43'37"29°00'09"90°00'00"98°00'41"81°59'19"54°03'24"22°33'15"132°12'39"127°29'53"23°49'46"152°13'35"28°06'20"90°00'00"90°00'00"30°15'10"23°39'36"82°48'00"RADIUS20.00'20.00'25.00'51.00'2.00'2.00'25.00'8.00'5.00'1.92'2.00'44.00'2.00'32.00'2.00'2.00'25.00'51.00'30.00'LENGTH16.68'7.21'19.95'25.82'3.14'3.42'35.77'7.55'1.97'4.42'4.45'18.30'5.31'15.70'3.14'3.14'13.20'21.06'43.35'BEARINGN66°45'48"EN32°32'54"EN07°23'21"WN15°45'06"WN45°00'00"WN40°59'39"EN49°00'21"WS62°58'18"WS47°13'14"WS23°14'12"EN26°54'33"EN24°55'31"WN89°07'25"WS28°48'57"WS45°00'00"ES45°00'00"WS15°07'35"ES18°25'22"ES47°59'34"ECHORD16.20'7.17'19.43'25.54'2.83'3.02'32.80'7.27'1.96'3.50'3.59'18.17'3.88'15.54'2.83'2.83'13.05'20.91'39.68'Line TableLINEL1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21L22L23LENGTH7.11'10.01'2.36'37.84'10.61'13.00'32.00'12.78'50.20'1.89'73.79'3.66'18.52'12.19'9.77'15.00'40.00'15.00'9.50'40.36'6.81'8.40'33.64'BEARINGS89°55'26.48"EN42°52'07.63"EN18°51'03.15"EN30°15'09.84"WN00°03'56.12"WN90°00'00.00"WN00°00'00.00"EN90°00'00.00"EN90°00'00.00"WS58°29'51.28"WN00°00'00.00"ES42°52'07.63"WS89°20'31.03"EN90°00'00.00"WS00°00'00.00"EN90°00'00.00"ES00°00'00.00"EN90°00'00.00"WS00°00'00.00"ES30°15'09.84"ES06°35'33.75"EN29°04'22.98"EN00°37'45.81"EMAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = 20'1" = N/AAPEX-HAVEN APARTMENTS NORTH 6/1/2022 1:49:32 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C2.00 - HORIZONTAL CONTROL PLAN.DWGC2.00 - HORIZONTAL CONTROL PLANKRB CDB C2.0028HORIZONTAL CONTROL PLAN020'40'SCALE: 1" = 20'10'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.22GRATED PLATEFENCEPARKING BLOCKCONCRETE PANSIGNPARKING STALL STRIPINGHANDICAP PARKING STALLDETECTABLE WARNINGBOLLARDSASPHALT PAVEMENTCONCRETE PAVEMENTLIGHT POLETCTRANSITION CURB FROMCATCH TO SPILL CURBLEGENDBREEZEBIORETENTION MEDIACOLORED CONCRETE PAVEMENT(PEDESTRIAN ZONE)EXISTING CONCRETE PAVEMENTCATCH CURB & GUTTERFLUSH CURB & GUTTEREROSION CONTROL MATTING (TRM)NOTES1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS.LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTSOUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY.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.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESSUNLESS NOTED OTHERWISE.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.CURB AND GUTTER ALONG WEST PROSPECT TO BERECONSTRUCTED SHALL BE RECONSTRUCTED USING THEEXISTING CURB SECTION INCLUDING EDGE OF PAVEMENTLOCATION, DEPTH OF GUTTER AND HEIGHT OF CURB.7.REFER TO SHEET C2.01 FOR PAVEMENT, SIGNING & STRIPINGPLAN.8.REFER TO THE LANDSCAPE PLANS FOR PROPOSED RETAININGWALL MATERIALS AND REQUIREMENTS. REFER TO SHEET C4.01FOR GRADING INFORMATION ON THE WALL.5R17.5'R10' UPUPUPUPRISERDELIVERYRIDESHAREPARKINGONLYDELIVERYRIDESHAREPARKINGONLYPERMIT 4 PERMIT 3 PERMIT 2 PERMIT 1 3-POINT TURNONE WAYONE WAYAROUND AREASPROPERTY CORNERN:124065.44E:191087.95PROPERTY CORNERN:124064.42E:191315.86PROPERTY CORNERN:123835.74E:191314.2617' (TYP)9'(TYP)15' (TYP)8'(TYP)14'12'16' FL-EOP26' FL-FLEMERGENCY ACCESS, PUBLICACCESS, UTILITY & DRAINAGEEASEMENT6' CONCRETEWALK20' EOP-EOP51' ROWPAVEMENT PATCHTRASH ENCLOSURE(SEE ARCH. PLANS)'NO PARKING | TURN AROUND' SIGNEXISTING MULTI-MODAL PUBLICACCESS EASEMENT (SEE PLAT)PROPERTY CORNERN:123841.14E:190822.98PROPERTY CORNERN:124079.38E:190825.59PROPERTY CORNERN:124076.59E:191088.08EXISTINGRESIDENCE(BUILDING 2)EXISTINGRESIDENCE(BUILDING 3)PROPOSEDAPARTMENTS(BUILDING 1)WEST PROSPECT ROAD(RIGHT-OF-WAY VARIES)EXISTING APEXBUILDINGEXISTINGPARKINGAREABIORETENTIONPONDDOGPOCKETPARKBICYCLEPARKINGPROPOSEDDETENTIONPONDPROPERTY BOUNDARYEXISTINGRESIDENCEINFILL CENTER MEDIAN W/ CONCRETEEXTEND CONCRETE PAVEMENT4'ADA 'RESERVED PARKING' SIGN8' UTILITY& DRAINAGEEASEMENT5'8'TYPE 3 BARRICADE'VEHICLES STOP & YIELD TO PEDESTRIANS AND CYCLISTS' SIGNREPLACE EXISTING SIGN WITH'EMERGENCY AND TRASH VEHICLES ONLY' SIGN'EMERGENCY VEHICLES ONLY' SIGN (SOUTH FACING)'CAUTION | VEHICLE CROSS TRAFFIC' SIGN (NORTH FACING)'EMERGENCY VEHICLES ONLY' SIGN'EMERGENCY VEHICLES ONLY' SIGN'CAUTION | VEHICLE CROSS TRAFFIC' SIGN'STOP' SIGN ABOVER3-5R "RIGHT TURN ONLY" SIGN'DELIVERY RIDE SHAREPARKING' SIGN'FIRE LANE' SIGNON LIGHT POLE'FIRE LANE' SIGN'FIRE LANE' SIGN4" WHITESTRIPING (TYP)FLEXIBLE DELINEATORS TO BE INSTALLED BY CITY(SEE SIGNING & STRIPING NOTE #7)"NO LEFT TURN" SIGN TO BE INSTALLED BY DEVELOPMENT(SEE SIGNING & STRIPING NOTE #7)DIRECTION ARROW &ONE WAY SYMBOL (TYP.)CUSTOM WHITE PARKINGSYMBOLS (TYP.)RIGHT TURN &"ONLY" SYMBOLSPROPOSED RETAINING WALL6" CURBMAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = 20'1" = N/AAPEX-HAVEN APARTMENTS NORTH 6/1/2022 1:49:48 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C2.01 - PAVEMENT, SIGNING AND STRIPING PLAN.DWGC2.01 - PAVEMENT, SIGNING AND STRIPING PLANKRB CDB C2.0128PAVEMENT, SIGNING & STRIPING PLAN020'40'SCALE: 1" = 20'10'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.22INFLOW CURB & GUTTEROUTFLOW CURB & GUTTERGRATED PLATEFENCEPARKING BLOCKCONCRETE PANSIGNPARKING STALL STRIPINGHANDICAP PARKING STALLDETECTABLE WARNINGBOLLARDSASPHALT PAVEMENTCONCRETE PAVEMENTLIGHT POLETCTRANSITION CURB FROMINFLOW TO OUTFLOW CURBLEGENDBREEZEBIORETENTION MEDIACOLORED CONCRETE PAVEMENT(PEDESTRIAN ZONE)EXISTING CONCRETE PAVEMENTHEAVY DUTY PAVEMENTSECTION (SEE NOTE 6)SITE NOTES1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS.LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTSOUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY.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.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESSUNLESS NOTED OTHERWISE.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.PAVING AREAS (EXCLUDING SIDEWALKS) NOT DESIGNATED AS"HEAVY DUTY" SHALL CONSIST OF "LIGHT DUTY OR PARKING"PAVEMENT. SEE THE GEOTECHNICAL REPORT AND PAVEMENTSECTION DETAILS FOR MORE INFORMATION.1.ALL SYMBOLS, INCLUDING CROSSWALKS, STOP BARS, TURNARROWS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE ASSPECIFIED IN THESE PLANS AND/OR CITY OF FORT COLLINSSTANDARDS AND SPECIFICATIONS.2.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDSAND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.3.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOTSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.4.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TOINSTALLATION OF STRIPING OR MARKINGS.5.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FORLOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.6.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE ANUNOBSTRUCTED VIEW OF EACH SIGN.7.FLEXIBLE DELINEATORS AND STREET SIGNS WITHIN THECONCRETE ISLAND SHALL HAVE SLEEVES PLACED PRIOR TOCONCRETE CONSTRUCTION. CONTACT TRAFFIC OPERATIONS AT970-221-6792 TO COORDINATE THE LOCATION OF SLEEVES PRIORTO CONCRETE CONSTRUCTION.SIGNING & STRIPING NOTES6 UPUPUPUPRISERHYD WSEG EXISTINGRESIDENCE(BUILDING 2)EXISTINGRESIDENCE(BUILDING 3)PROPOSEDAPARTMENTS(BUILDING 1)15' UTILITY &DRAINAGE EASEMENT5' UTILITY &DRAINAGE EASEMENTWEST PROSPECT ROAD(RIGHT-OF-WAY VARIES)EXISTING APEXBUILDINGEXISTING 30' EMERGENCYACCESS, PUBLIC ACCESS,UTILITY & DRAINAGE EASEMENTBIORETENTIONPONDEXISTINGDRAINAGEEASEMENTNON-VEHICULARACCESS PUBLICEASEMENTEXISTINGRETAINING WALLUNDERGROUND WATERQUALITY CHAMBERSPOND OUTLET STRUCTUREDRAIN BASIN5' TYPE R INLETPOND OUTLETSTRUCTUREOUTLET PIPE TO WESTPROSPECT CURB CHANNELEXISTINGUNDERGROUNDELECTRICALEXISTING UNDERGROUND ELECTRICALRECONSTRUCTED 34"WATER SERVICEEXISTING GAS SERVICEEXISTING 34" WATER SERVICE51' ROWEXISTING STORM SEWEREXISTING 8" SANITARYSEWER MAINCONNECT TO EXISTING 6"SANITARY SEWER SERVICEINV. = 5021.2 (TO BE VERIFIED)3" WATERMETER VAULTFIRE HYDRANTFIRE DEPARTMENTCONNECTION (FDC)(SEE ARCH. PLANS)3" DOMESTIC SERVICE6" FIRE SERVICEFORT COLLINSLANDMARKORDINANCEAPPROXIMATE LOCATION OFEXISTING 8" DIP WATER MAINPROPERTY CORNERN:124065.44E:191087.95PROPERTY CORNERN:124064.42E:191315.86PROPERTY CORNERN:123835.74E:191314.26EXISTING STORM SEWERLIGHT POLE (TYP.)(SEE ELEC. PLANS)PROPOSED 4"SEWER SERVICERELINE EXISTING 4" SANITARY SERVICERELOCATED CURB STOPCONNECT TO EXISTINGWATER MAIN (VERIFYLOCATION OF MAIN)PROPOSED ROOF DRAINDETENTIONPONDEXISTING INLETFORE-BAYPROPERTY CORNERN:123841.14E:190822.93PROPERTY CORNERN:124079.38E:190825.55PROPERTY CORNERN:124076.59E:191088.08ROOF DRAIN SYSTEMPROPERTY BOUNDARYEXISTINGRESIDENCEDRAINAGEEASEMENTEMERGENCY ACCESS & PUBLICACCESS EASEMENTPROPOSED ROOF DRAINPROPOSED GAS SERVICEEX MHINV. IN=5022.20 (S)INV. IN=5021.59 (SW)INV. OUT=5021.39 (N)RIM=5028.02CONNECT TOBLDG SERVICEINV. =5023.88N: 123940.78E: 191142.0790° BENDINV. =5023.44FG=5028.29N: 123940.78E: 191120.2145° BENDINV. =5022.85FG=5028.08N: 123970.36E: 191120.2145° BENDINV. =5022.49FG=5027.93N: 123983.00E: 191107.5814.5 LF 4" PVC @ 2.00%17.9 LF 4" PVC @ 2.00%29.6 LF 4" PVC @ 2.00%21.9 LF4" PVC@ 2.00%CORE-DRILLEXISTING MANHOLEPROPOSED TRANSFORMER(SEE NOTE 14)PROPOSED GAS METER LOCATIONCONNECT TO ELECTRICMETERS (SEE ARCH. PLANS)PROPOSED PRIMARYELECTRIC (SEE NOTE 13)EXISTING GAS METER(COORDINATE CONNECTIONTO PROPOSED SERVICE)1.5" DOMESTIC SERVICEEXISTING ELECTRICALVAULT TO BE RELOCATEDEXISTING TV/CABLEVAULT TO BE RELOCATED3/4" IRRIGATION METER1" IRRIGATION LINE3/4" IRRIGATION LINE3/4" IRRIGATION LINE(SEE IRRIGATION PLANS)MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = 20'1" = N/AAPEX-HAVEN APARTMENTS NORTH 6/1/2022 1:50:04 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C3.00 - OVERALL UTILITY PLAN.DWGC3.00 - OVERALL UTILITY PLAN KRB CDB C3.0028OVERALL UTILITY PLAN020'40'SCALE: 1" = 20'10'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.227CABLE TV LINEELECTRIC LINEOVERHEAD ELECTRIC LINEFIBER OPTIC LINEGAS LINEABANDONED GAS LINEGGAS METERIRRIGATION LINESANITARY MANHOLESANITARY MAINSANITARY SERVICESANITARY SERVICECLEANOUTDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM OUTLETSTRUCTURESTORM PIPETELEPHONE LINEOVERHEADTELEPHONE LINEUTILITY POLE ANDGUY WIRESFIRE DEPARTMENTCONNECTIONFIRE HYDRANTFIRELINEWATER FITTINGSWATER MAINWATER SERVICEWATER METERDRY UTILITY CONDUITDSTHRUST BLOCKGATE VALVEFIBER, GAS, ELECTRIC, ORTELEPHONE PEDESTALLEGENDNOTES1.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 AND SEWER SERVICE PROVIDED BY THE CITY OF FORTCOLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PERTHE CITY OF FORT COLLINS STANDARD CONSTRUCTIONSPECIFICATIONS, LATEST EDITION.6.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'.MAXIMUM COVER SHALL BE 5.5'.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATIONBETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.8.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLYREPRESENTED AND ARE NOT TO SCALE.9.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.10.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.11.REFER TO SHEET C3.01-C3.04 FOR DETAILED DESIGNS OF DOMESTICAND FIRE WATER SERVICES, ROOF DRAINS, STORM SEWERS, ANDUNDERGROUND DETENTION.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.13.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS.THE CITY SHALL INSTALL THE TRANSFORMERS AND PRIMARY LINESFROM THE CONNECTION POINT AT THE EXISTING MAIN TO THETRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMERS,AND INSTALLATION OF THE SECONDARY LINE FROM THETRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OFTHE DEVELOPER.14.ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE.COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER ANDLOCATION OF SECONDARY LINE WITH APPROVED ARCHITECTURALPLANS.15.GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALLINSTALL ALL GAS SERVICES AND METERS. THE COST OF ALL THEMAIN AND SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OFTHE DEVELOPER. UPUPRISERWSEXISTINGRESIDENCE(BUILDING 2)EXISTINGRESIDENCE(BUILDING 3)15' UTILITY &DRAINAGE EASEMENT5' UTILITY &DRAINAGE EASEMENTWEST PROSPECT ROAD(RIGHT-OF-WAY VARIES)BIORETENTIONPONDEXISTINGDRAINAGEEASEMENTPROPOSEDRETAINING WALLPOND OUTLET STRUCTUREEXISTINGUNDERGROUNDELECTRICALEXISTING GAS SERVICEEXISTING 3/4" WATER SERVICEFIRE DEPARTMENTCONNECTION (FDC).SEE ARCH. PLANS.PROPERTY CORNERN:123835.74E:191314.26PROPOSED 4"SEWER SERVICEPROPOSED ROOF DRAINDETENTIONPONDEXISTINGRESIDENCEDRAINAGEEASEMENTEMERGENCY ACCESS & PUBLICACCESS EASEMENTPROPOSED ROOF DRAIN8"x 6" WET TAP W/ T.B.6" GATE VALVE (N)N:123797.58E:191228.72CONNECT 3/4" SERVICE TO 8" MAINN:123797.50E:191238.718"x 4" WET TAP W/ T.B.4" GATE VALVE (N)CONNECT 4"x 3" REDUCER TONORTH END OF GATE VALVEN:123797.25E:191258.778"x 6" WET TAP W/ T.B.6" GATE VALVE (N)N:123797.14E:191268.77FIRE HYDRANTASSEMBLYN:123828.15E:191269.113" WATER METER VAULTN:123847.94 (CENTER)E:191259.27 (CENTER)UTILITY CROSSINGRELOCATED CURB STOPN:123820.57E:191238.72UTILITY CROSSING8" HDPE INV. = 5020.503/4" WATER SERVICE = 5018.616" 22.5°BENDN0°00'00.00"E 63.25'N22° 30' 00.00"W 38.16'N0°00'00.00"E 83.52'N90°00'00.00"E21.90'EXISTING UNDERGROUND ELECTRICAL6" 22.5° BEND6" 90° BENDCONNECT TO BLDG SERVICEN:123979.60E:191236.01UTILITY CROSSING6" HDPE INV. = 5024.43" WATER SERVICE = 5022.9UTILITY CROSSING6" HDPE INV. ~ 5023.56" FIRE SERVICE TOP = 5022.03" WATER SERVICE = 5022.0CONNECT TOBLDG SERVICEN:123969.60E:191253.23N0°32'22.50"E 50.81'N22° 30' 00.00"W 27.63'N0°00'00.00"E 43.41' N 4 5 ° 0 0 ' 0 0 . 0 0 " E41.17'N90° 00' 00.00"E 5.00'CONNECT TO EXISTING 3/4" SERVICEN:123879.74E:191254.06N0°00'00.00"E 23.10' N0°00'00.00"E 49.13'N45°00'00.00"E14.16'RECONSTRUCTED 3/4" DOMESTIC SERVICEN89° 59' 36.89"E 5.34'UTILITY CROSSINGS(TYP. FOR ALL PROPOSED WATERLINES IN PROSPECT ROAD)UTILITYCROSSINGUTILITY CROSSINGS(TYP. FOR ALL PROPOSED WATERLINES IN PROSPECT ROAD)N0°37'45.81"E31.01'UTILITY CROSSING8" HDPE INV. = 5020.526" FIRE SERVICE TOP = 5018.72UTILITY CROSSING8" HDPE INV. = 5020.463" WATER SERVICE = 5018.516" SANITARY INV. = 5015.213" DOMESTICSERVICEN0° 00' 00.00"E 6.25'N59° 44' 32.98"W 34.22'EXISTING 3/4" WATER METERN:123896.05E:191135.94N1° 18' 29.59"E 46.21'N78° 45' 00.00"E 4.98'RECONSTRUCTED 3/4" WATER SERVICEN1° 18' 29.59"E 5.00'CONNECT TOBLDG SERVICEN:123948.22E:191141.98UTILITY CROSSING1.5" WATER SERVICE = 5022.34" SANITARY INV. = 5023.8UPSIZE TO 1.5" SERVICE5' BEYOND METERN:123901.05E:191136.05PROPOSED 1.5'DOMESTIC SERVICE3" DOMESTICSERVICECONNECT 3/4" SERVICE TO 8" MAINN:123797.79E:191211.53N0°00'00.00"E 46.22'3/4" IRRIGATION SERVICE6" FIRE SERVICE3/4" WATER METERN:123846.50 (CENTER)E:191211.55 (CENTER)UPSIZE TO 1" LINE 5' BEYOND METER(REFER TO IRRIGATION PLANS)CURB STOPN:123844.00E:191211.55MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = 10'1" = N/AAPEX-HAVEN APARTMENTS NORTH 6/1/2022 1:50:20 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C3.01 - WATER PLAN.DWGC3.01 - WATER PLAN KRB CDB C3.0128WATER PLAN010'20'SCALE: 1" = 10'5'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.228CABLE TV LINEELECTRIC LINEOVERHEAD ELECTRIC LINEFIBER OPTIC LINEGAS LINEABANDONED GAS LINEGGAS METERIRRIGATION LINESANITARY MANHOLESANITARY MAINSANITARY SERVICESANITARY SERVICECLEANOUTDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM OUTLETSTRUCTURESTORM PIPETELEPHONE LINEOVERHEADTELEPHONE LINEUTILITY POLE ANDGUY WIRESFIRE DEPARTMENTCONNECTIONFIRE HYDRANTFIRELINEWATER FITTINGSWATER MAINWATER SERVICEWATER METERDRY UTILITY CONDUITDSTHRUST BLOCKGATE VALVEFIBER, GAS, ELECTRIC, ORTELEPHONE PEDESTALLEGENDNOTES1.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 AND SEWER SERVICE PROVIDED BY THE CITY OF FORTCOLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PERTHE CITY OF FORT COLLINS STANDARD CONSTRUCTIONSPECIFICATIONS, LATEST EDITION.6.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'.MAXIMUM COVER SHALL BE 5.5'.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATIONBETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.8.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLYREPRESENTED AND ARE NOT TO SCALE.9.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.10.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. 50105015502050255030501050155020502550309+7510+0010+5011+0011+5011+75INLET 1-7(5' TYPE R)STA: 11+25.68INV. IN 5020.54 (W)INV. OUT 5020.54 (E)DRAIN BASIN 1-6(12'' W/ SOLID LID)STA: 10+80.01RIM 5024.2±INV. IN 5020.42 (W)INV. OUT 5020.42 (SE)DRAIN BASIN 1-5(12'' W/ SOLID LID)STA: 10+66.97RIM 5023.9±INV. IN 5020.39 (NW)INV. OUT 5020.39 (S)DRAIN BASIN 1-4(12'' W/ SOLID LID)STA: 10+59.24 RIM 5023.7± INV. IN 5020.38 (N) INV. OUT 5020.38 (E) 30'' DRAIN BASIN 1-2 STA: 10+30.63 RIM 5023.7± INV. IN 5020.32 (W) INV. IN 5020.32 (N) INV. OUT 5020.32 (S) STA: 11+16.646" FIRE SERVICEBOP = 5018.22 STA.=10+98.17EXISTING ELEC.ELEV.= 5022.01STA: 10+97.426" SANITARY SERVICEINV. ~ 5015.21 STA: 11+06.293/4" WATER SERVICEELEV = 5018.61STA: 10+96.673" WATER SERVICEELEV = 5018.51 18" MIN.OUTFALL 1-1 STA: 10+00.00 INV. 5020.24 STA.=11+21.75EXISTING ELEC.ELEV.= 5022.10 PROPOSEDGROUNDEXISTINGGROUND40.5 LF 8" HDPE @ 0.25%45.7 LF 8" HDPE @ 0.25%13.0 LF8" HDPE@ 0.23%7.7 LF8" HDPE@ 0.20%3.3 LF8" HDPE@ 0.20%100-YR HGL25.3 LF 8" HDPE@ 0.20%TEE 1-3 (8''X6'') STA: 10+33.90 INV. IN 5020.33 (W) INV. IN 5020.33 (N) INV. OUT 5020.33 (E) OUTLET STRUCTURE 1-8STA: 11+66.14INV. 5020.64(SEE DETAILS)20'CONCRETEENCASEMENT(SEE NOTE 11)30.6 LF 8" HDPE @ 0.25%6" PUBLIC SIDEWALKUPEXISTINGRESIDENCE(BUILDING 2)15' UTILITY &DRAINAGE EASEMENT5' UTILITY &DRAINAGE EASEMENTWEST PROSPECT ROAD(RIGHT-OF-WAY VARIES)BIORETENTIONPONDROOF DRAINSYSTEM(SEE SHEETC3.03)UNDERGROUND WATERQUALITY CHAMBERS(SEE SHEET C3.04)EXISTINGUNDERGROUNDELECTRICALEXISTINGUNDERGROUNDELECTRICAL3" DOMESTIC SERVICE6" FIRE SERVICEDETENTIONPONDEXISTINGRESIDENCE9+75 10+00 11+0011+75INLET 1-7(5' TYPE R)STA 11+25.68N: 123853.89E: 191220.15DRAIN BASIN 1-5(12'' W/ SOLID LID)STA 10+66.97N: 123856.93E: 191274.49DRAIN BASIN 1-4(12'' W/ SOLID LID)STA 10+59.24N: 123849.20E: 191274.4730'' DRAIN BASIN 1-2STA 10+30.63N: 123847.86E: 191303.04OUTLET STRUCTURE 1-8STA 11+66.14N: 123848.32E: 191180.08OUTFALL 1-1STA 10+00.00N: 123817.33E: 191300.5230.6 LF 8" STORM3.3 LF 8" STORM7.7 LF 8" STORM13.0 LF 8" STORM45.7 LF8" STORM40.5 LF 8" STORMRECONCSTRUCTEDRETAINING WALL EXISTING4" SANITARYSERVICEROOF DRAINSYSTEM(SEE SHEETC3.03)DRAIN BASIN 1-6(12'' W/ SOLID LID)STA 10+80.01N: 123865.19E: 191264.4125.3 LF 8" STORMTEE 1-3 (8''x6'')STA 10+33.90N: 123848.02E: 191299.78EXISTING RESIDENCE(BUILDING 3)TBC EL = 5024.10N = 123851.99E = 191223.19TBC EL = 5024.37N = 123857.46E = 191220.00UP EXISTINGRESIDENCE(BUILDING 3)DETENTIONPONDEXISTINGRESIDENCESTORM LINE 1(SEE THIS SHEET FOR PROFILE)STORM LINE 3(SEE DESIGN INFORMATIONON SHEET C3.04)ROOF DRAINSYSTEM(SEE SHEETC3.03ROOF DRAINSYSTEM(SEE SHEETC3.03)3.7 LF 8" STORMBEND 1-2.4 (22.5°)STA 10+03.70N: 123863.64E: 191303.1730'' DRAIN BASIN 1-2.3STA 10+31.11N: 123859.95E: 191303.1313.1 LF 8"STORMBEND 1-2.5 (22.5°)STA 10+16.81N: 123875.76E: 191298.1526.7 LF 8" STORMBEND 1-2.6 (22.5°)STA 10+43.54N: 123902.48E: 191298.459.7 LF 8"STORMOUTLET STRUCTURE 1-2.7STA 10+53.23N: 123911.22E: 191294.249+7510+0010+7850155020502550305035501550205025503050359+7510+0010+5010+75EXISTINGGROUNDPROPOSEDGROUNDOUTLET STRUCTURE 1-2.7 STA: 10+53.23 INV. IN 5020.73 (N) INV. OUT 5020.48 (SE) BEND 1-2.6 (22.5°) STA: 10+43.54 INV. 5020.46 BEND 1-2.5 (22.5°) STA: 10+16.81 INV. 5020.39 BEND 1-2.4 (22.5°) STA: 10+03.70 INV. 5020.36 30'' DRAIN BASIN 1-2.3 STA: 10+31.11 RIM 5023.9± INV. IN 5020.35 (N) INV. IN 5020.35 (W) INV. OUT 5020.35 (S)9.7 LF8" HDPE@ 0.25%26.7 LF 8" HDPE@ 0.25%13.1 LF 8" HDPE @ 0.25%3.7 LF8" HDPE@ 0.25%100-YR HGLSTA: 10+12.57 GAS SERVICE ELEV. =5019.64 MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = 20'1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:50:56 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C3.01 - STORM PLAN AND PROFILES.DWGC3.01 - STORM PLAN AND PROFILESKRB CDB C3.0228STORM SEWER PLAN & PROFILES020'40'SCALE: 1" = 20'10'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.229CABLE TV LINEELECTRIC LINEOVERHEAD ELECTRIC LINEFIBER OPTIC LINEGAS LINEABANDONED GAS LINEGGAS METERIRRIGATION LINESANITARY MANHOLESANITARY MAINSANITARY SERVICESANITARY SERVICECLEANOUTDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM OUTLETSTRUCTURESTORM PIPETELEPHONE LINEOVERHEADTELEPHONE LINEUTILITY POLE ANDGUY WIRESFIRE DEPARTMENTCONNECTIONFIRE HYDRANTFIRELINEWATER FITTINGSWATER MAINWATER SERVICEWATER METERDRY UTILITY CONDUITDSTHRUST BLOCKGATE VALVEFIBER, GAS, ELECTRIC, ORTELEPHONE PEDESTALLEGENDNOTES1.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 IS RESPONSIBLE FOR VERIFYING THE FIELDCONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THECONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALLCONTACT THE ENGINEER.4.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.5.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORTCOLLINS STORM DRAINAGE CRITERIA.6.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENTSTRUCTURES AND INCLUDE LAY LENGTH OF FLARED END SECTIONSUNLESS OTHERWISE NOTED.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATIONBETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.8.STORM SEWER MAINS OR ROOF DRAINS SHOWN ON THESEDRAWINGS AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BEWATERTIGHT ADS-N12 OR APPROVED EQUAL. WATER TIGHT JOINTSARE TO BE USED ON ALL STORM DRAINAGE PIPE.9.DRAIN BASIN 1-2 SHALL INCLUDE AN OVERFLOW WEIR AND 12" SOLIDLID. REFER TO SHEET C3.04 FOR MORE INFORMATION ON WEIRREQUIREMENTS.10.TEE 1-3 SHALL BE A MANUFACTURED TEE WITH MATCHING INVERTS.11.CONCRETE ENCASE THE 8-INCH STORM SEWER OUTLET TO WESTPROSPECT ROAD AS SHOWN AND COORDINATE ENCASEMENT WITHTHE CONSTRUCTION OF THE PROPOSED SIDEWALK CONSTRUCTIONOVER THE STORM PIPE.NORTH NORTH UPUPUPUPRISERSEXISTINGRESIDENCE(BUILDING 2)EXISTINGRESIDENCE(BUILDING 3)PROPOSEDAPARTMENTS(BUILDING 1)5' UTILITY &DRAINAGE EASEMENTBIORETENTIONPONDEXISTINGDRAINAGEEASEMENT3" DOMESTICSERVICE6" FIRESERVICEFORT COLLINSLANDMARKORDINANCEPROPERTY CORNERN:124064.42E:191315.86PROPOSED ROOF DRAINDETENTIONPONDEXISTINGRESIDENCECONNECT TO DOWNSPOUTINV.=5024.26FG=5027.04N: 124039.83E: 191123.58BEND 3-10 (45°)INV. =5024.21FG=5026.63N: 124033.54E: 191117.29BEND 3-9 (90°)INV. =5024.00FG=5028.02N: 123990.24E: 191117.29TEE 3-8 (8''x6'')INV. IN=5023.96 (W)INV. IN=5024.01 (N)INV. OUT=5023.96 (E)FG=5027.87N: 123990.24E: 191123.94TEE 3-7 (8''x6'')INV. IN=5023.81 (W)INV. IN=5023.89 (N)INV. OUT=5023.81 (E)FG=5027.47N: 123990.24E: 191154.26DRAIN BASIN 3-6(12'' W/ SOLID LID)INV. IN=5023.58 (W)INV. IN=5023.58 (E)INV. OUT=5023.38 (S)FG=5026.85N: 123990.24E: 191201.22TEE 3-5 (8''x6'')INV. IN=5023.07 (N)INV. IN=5023.15 (E)INV. OUT=5023.07 (S)FG=5026.29N: 123929.68E: 191201.22BEND 3-4 (90°)INV. =5022.93FG=5026.34N: 123901.62E: 191201.22BEND 3-3 (22.5°)INV. =5022.79FG=5026.58N: 123901.62E: 191172.41BEND 3-2 (45°)INV. =5022.75FG=5026.09N: 123898.92E: 191165.89FORE-BAY 3-1INV.=5022.68N: 123885.15E: 191160.1814.9 LF8" HDPE@ 0.50%7.1 LF 8" HDPE @ 0.50%28.8 LF 8" HDPE @ 0.50%28.1 LF 8" HDPE @ 0.50%60.6 LF 8" HDPE @ 0.50%47.0 LF 8" HDPE @ 0.50%30.3 LF 8" HDPE @ 0.50%6.7 LF8" HDPE@ 0.50%43.3 LF8" HDPE@ 0.50%8.9 LF 8" HDPE@ 0.50%CONNECT TO DOWNSPOUTINV. OUT=5022.12 (NE)FG=5026.37N: 124057.36E: 191169.46BEND 2-12 (45°)INV. IN=5022.09 (SW)INV. OUT=5022.09 (E)FG=5025.03N: 124062.05E: 191174.15TEE 2-11 (8''x6'')INV. IN=5021.88 (W)INV. IN=5021.96 (S)INV. OUT=5021.88 (E)FG=5025.01N: 124061.87E: 191215.22TEE 2-10 (8''x6'')INV. IN=5021.87 (W)INV. IN=5021.95 (S)INV. OUT=5021.87 (E)FG=5025.02N: 124061.86E: 191217.31TEE 2-9 (8''x6'')INV. IN=5021.64 (W)INV. IN=5021.69 (S)INV. OUT=5021.64 (E)FG=5024.00N: 124061.65E: 191263.81OUTLET STRUCTURE 1-2.7INV. IN=5020.73 (N)INV. OUT=5020.48 (SE)FG=5022.74N: 123911.22E: 191294.24BEND 2-8 (90 °)INV. IN=5021.48 (W)INV. OUT=5021.48 (S)FG=5024.19N: 124061.51E: 191295.81TEE 2-7 (8''x6'')INV. IN=5021.44 (N)INV. IN=5021.52 (W)INV. OUT=5021.44 (S)FG=5025.09N: 124054.64E: 191295.81TEE 2-6 (8''x6'')INV. IN=5021.24 (N)INV. IN=5021.32 (W)INV. OUT=5021.24 (S)FG=5026.45N: 124013.33E: 191295.81TEE 2-5 (8''x6'')INV. IN=5021.17 (N)INV. IN=5021.25 (W)INV. OUT=5021.17 (S)FG=5026.13N: 124000.22E: 191295.81TEE 2-4 (8''x6'')INV. IN=5020.91 (N)INV. IN=5020.99 (W)INV. OUT=5020.91 (S)FG=5026.05N: 123947.70E: 191295.81BEND 2-3 (11.25°)INV. IN=5020.88 (N)INV. OUT=5020.88 (S)FG=5025.97N: 123942.10E: 191295.81BEND 2-2 (11.25°)INV. IN=5020.84 (N)INV. OUT=5020.84 (S)FG=5025.98N: 123934.25E: 191294.24TEE 2-1 (8''x6'')INV. IN=5020.82 (N)INV. IN=5020.90 (W)INV. OUT=5020.82 (S)FG=5025.72N: 123930.03E: 191294.2418.8 LF8" HDPE@ 0.50%4.2 LF8" HDPE@ 0.50%8.0 LF8" HDPE@ 0.50%5.6 LF8" HDPE@ 0.50%52.5 LF 8" HDPE @ 0.50%13.1 LF 8" HDPE @ 0.50%41.3 LF 8" HDPE @ 0.50%6.9 LF 8" HDPE @ 0.50%32.0 LF 8" HDPE @ 0.50%46.5 LF 8" HDPE @ 0.50%2.1 LF8" HDPE@ 0.50%41.1 LF 8" HDPE @ 0.50%6.6 LF 8" HDPE@ 0.50%CONNECT TO DOWNSPOUTINV.=5022.35FG=5027.12N: 124054.00E: 191217.31CONNECT TO DOWNSPOUTINV.=5022.24FG=5027.00N: 124056.35E: 191215.22CONNECT TO DOWNSPOUTINV.=5021.97FG=5025.32N: 124056.17E: 191263.81CONNECT TO DOWNSPOUTINV.=5021.80FG=5025.68N: 124054.64E: 191290.22CONNECT TO DOWNSPOUTINV.=5021.60FG=5027.24N: 124013.33E: 191290.22CONNECT TO DOWNSPOUTINV.=5021.55FG=5026.76N: 124000.22E: 191289.87CONNECT TO DOWNSPOUTINV.=5021.18FG=5026.23N: 123930.03E: 191288.765.5 LF 6" HDPE @ 5.00%5.9 LF6" HDPE@ 5.00%5.6 LF6" HDPE@ 5.00%5.6 LF6" HDPE@ 5.00%5.5 LF 6" HDPE@ 5.00%7.9 LF 6" HDPE@ 5.00%5.5 LF 6" HDPE@ 5.00%CONNECT TO DOWNSPOUTINV.=5024.31FG=5027.99N: 124036.05E: 191217.51TEE 3-6.6 (8''x6'')INV. IN=5024.19 (N)INV. IN=5024.27 (W)INV. OUT=5024.19 (S)FG=5027.88N: 124026.71E: 191225.55TEE 3-6.5 (8''x6'')INV. IN=5024.17 (N)INV. IN=5024.25 (E)INV. OUT=5024.17 (S)FG=5027.86N: 124025.15E: 191225.55TEE 3-6.4 (8''x6'')INV. IN=5024.05 (N)INV. IN=5024.13 (E)INV. OUT=5024.05 (S)FG=5027.58N: 124013.33E: 191225.55CONNECT TO DOWNSPOUTINV.=5024.68FG=5027.44N: 123970.80E: 191236.31TEE 3-6.3 (8''x6'')INV. IN=5023.92 (N)INV. IN=5024.00 (E)INV. OUT=5023.92 (S)FG=5027.33N: 124000.23E: 191225.55BEND 3-6.2 (90°)INV. IN=5023.82 (N)INV. OUT=5023.82 (W)FG=5027.17N: 123990.24E: 191225.55TEE 3-5.2 (6''x6'')INV.=5024.22FG=5027.16N: 123947.73E: 191236.31TEE 3-6.1 (8''x6'')INV. IN=5023.71 (E)INV. IN=5023.79 (N)INV. OUT=5023.71 (W)FG=5027.01N: 123990.24E: 191214.91TEE 3-5.1 (6''x6'')INV.=5023.86FG=5027.07N: 123929.68E: 191236.31CONNECT TO DOWNSPOUTINV.=5024.55FG=5028.46N: 124000.95E: 191123.94CONNECT TO DOWNSPOUTINV.=5024.50FG=5028.27N: 124002.29E: 191154.26CONNECT TO DOWNSPOUTINV.=5024.72FG=5027.99N: 124025.15E: 191234.81CONNECT TO DOWNSPOUTINV.=5024.54FG=5027.47N: 123947.73E: 191252.49CONNECT TO DOWNSPOUTINV.=5024.47FG=5027.98N: 124028.05E: 191216.03BEND 3-6.6.1 (22.5°)INV. IN=5024.40 (NW)INV. OUT=5024.40 (E)FG=5027.82N: 124026.71E: 191219.27CONNECT TO DOWNSPOUTINV.=5024.66FG=5027.74N: 124013.33E: 191236.16CONNECT TO DOWNSPOUTINV.=5024.20FG=5026.84N: 123929.68E: 191253.65CONNECT TO DOWNSPOUTINV.=5024.51FG=5027.45N: 124000.23E: 191235.81 CONNECT TO DOWNSPOUTINV.=5024.33FG=5027.43N: 124000.94E: 191214.9113.7 LF8" HDPE@ 1.00%10.6 LF8" HDPE@ 1.00%10.0 LF 8" HDPE @ 1.00% 13.1 LF 8" HDPE @ 1.00% 11.8 LF 8" HDPE @ 1.00%1.6 LF 8" HDPE @ 1.00%1.3 LF8" HDPE@ 1.00%11.4 LF8" HDPE@ 1.00%35.1 LF 6" HDPE @ 2.00%18.0 LF6" HDPE@ 2.00%23.1 LF6" HDPE@ 2.00%17.3 LF 6" HDPE @ 2.00%16.2 LF 6" HDPE @ 2.00%10.7 LF 6" HDPE@ 5.00%12.1 LF 6" HDPE @ 5.00% 10.7 LF 6" HDPE @ 5.00%10.3 LF6" HDPE@ 5.00%10.6 LF6" HDPE@ 5.00%9.3 LF 6" HDPE@ 5.00%6.3 LF6" HDPE@ 2.00%3.5 LF 6" HDPE @ 2.00%CONNECT TO DOWNSPOUTINV.=5021.29FG=5026.74N: 123947.70E: 191289.875.9 LF6" HDPE@ 5.00%BEND 3-6.7 (45°)INV. IN=5024.20 (NW)INV. OUT=5024.20 (S)FG=5027.90N: 124028.01E: 191225.55UTILITY CROSSINGUTILITYCROSSINGUTILITYCROSSINGSEE DETAIL ON SHEET C6.09SEE PLAN & PROFILE ON SHEET C3.02GAS CROSSINGELEV. 5019.7SEE PLAN & PROFILE ON SHEET C3.02MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = 10'1" = N/AAPEX-HAVEN APARTMENTS NORTH 6/1/2022 1:51:17 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C3.02 - ROOF DRAIN PLAN.DWGC3.02 - ROOF DRAIN PLAN KRB CDB C3.0328ROOF DRAIN PLAN010'20'SCALE: 1" = 10'5'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2210CABLE TV LINEELECTRIC LINEOVERHEAD ELECTRIC LINEFIBER OPTIC LINEGAS LINEABANDONED GAS LINEGGAS METERIRRIGATION LINESANITARY MANHOLESANITARY MAINSANITARY SERVICESANITARY SERVICECLEANOUTDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM OUTLETSTRUCTURESTORM PIPETELEPHONE LINEOVERHEADTELEPHONE LINEUTILITY POLE ANDGUY WIRESFIRE DEPARTMENTCONNECTIONFIRE HYDRANTFIRELINEWATER FITTINGSWATER MAINWATER SERVICEWATER METERDRY UTILITY CONDUITDSTHRUST BLOCKGATE VALVEFIBER, GAS, ELECTRIC, ORTELEPHONE PEDESTALLEGENDNOTES1.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 IS RESPONSIBLE FOR VERIFYING THE FIELDCONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THECONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALLCONTACT THE ENGINEER.4.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.5.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORTCOLLINS STORM DRAINAGE CRITERIA.6.CONNECTIONS OF PROPOSED HDPE STORM SEWER TO BUILDINGDOWNSPOUTS SHALL BE MADE USING APPROPRIATE DOWNSPOUTADAPTER WITH CLEANOUT. SEE DETAILS.7.ROOF DRAINS LATERALS TO BE CONNECTED DIRECTLY TOPROPOSED HDPE STORM SEWER SHALL BE CONNECTED USINGMANUFACTURED TEES.8.ROOF DRAINS SHOWN AS HIGH DENSITY POLYETHYLENE (HDPE)SHALL BE WATERTIGHT ADS-N12 OR APPROVED EQUAL. WATERTIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE PIPE.9.CLEANOUTS LOCATED WITHIN ALL PAVED AREAS SHALL BE TRAFFICRATED.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OFADJACENT STRUCTURES AND INCLUDE LAY LENGTH OF FLARED ENDSECTIONS UNLESS OTHERWISE NOTED.10.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATIONBETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 20.33 SGEXISTINGRESIDENCE(BUILDING 3)PROPERTY CORNERN:123835.74E:191314.26EXISTINGRESIDENCEOUTLET PIPE TO WESTPROSPECT CURB CHANNEL30'' DRAIN BASIN 1-2W/ 24" WIDE WEIRINV=5020.32TOP OF WEIR=5021.67FG=5023.6730'' DRAIN BASIN 1-2.1INV.=5020.33FG=5023.75TEE 1-2.2 (12''x12'')INV.=5020.34FG=5023.8030'' DRAIN BASIN 1-2.3INV.=5020.35FG=5023.86BEND 1-2.3A (45°)INV.=5020.40FG=5023.9911.0 LF 8" HDPE @ 0.20%DRAIN BASIN 1-2.3B(8'' W/ DOME GRATE)INV. =5020.42GRATE =5023.616" UNDERDRAIN12.5'31.79'LIMITS OF UNDEGROUND DETENTIONUNDEGROUND DETENTION ANDASSOCIATED BASINS AND PIPING(8) SC310 CHAMBERS(SEE DETAILS)COINV.=5020.38FG=5023.81TEE 1-3 (8''x6'')INV.=5020.33FG=5023.68(MANUFACTURED TEEW/ MATCHING INVERTS)23.8823.7023.8024.0520.31 SGFINISHED GRADE (TYP.)SUBGRADE ELEVATION (TYP.)2 0 . 2 7 SG20.24 SGSTORM LINE 1(SEE C3.02)30'' DRAIN BASIN 1-2.2AINV. OUT=5020.38 (E)FG=5023.90INSPECTION PORTON ALL ROWSCO W/ 90° BENDINV. =5020.33FG=5023.73MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = 5'1" = N/AAPEX-HAVEN APARTMENTS NORTH 6/1/2022 1:51:30 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C3.03 - UNDERGROUND WQ PLAN.DWGC3.03 - UNDERGROUND WQ PLANKRB CDB C3.0428UNDERGROUND WATER QUALITY PLAN05'10'SCALE: 1" = 5'2 1/2'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2211CABLE TV LINEELECTRIC LINEOVERHEAD ELECTRIC LINEFIBER OPTIC LINEGAS LINEABANDONED GAS LINEGGAS METERIRRIGATION LINESANITARY MANHOLESANITARY MAINSANITARY SERVICESANITARY SERVICECLEANOUTDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM OUTLETSTRUCTURESTORM PIPETELEPHONE LINEOVERHEADTELEPHONE LINEUTILITY POLE ANDGUY WIRESFIRE DEPARTMENTCONNECTIONFIRE HYDRANTFIRELINEWATER FITTINGSWATER MAINWATER SERVICEWATER METERDRY UTILITY CONDUITDSTHRUST BLOCKGATE VALVEFIBER, GAS, ELECTRIC, ORTELEPHONE PEDESTALLEGENDNOTES1.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 STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORTCOLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATESTEDITION.4.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENTSTRUCTURES UNLESS OTHERWISE NOTED.5.STORM SEWER MAINS AND ROOF DRAINS SHOWN ON THESEDRAWINGS AS HIGH DENSITY POLYPROPYLENE (HDPE) SHALL BEADS N-12 BY ADS OR APPROVED EQUAL. WATER TIGHT JOINTS ARETO BE USED ON ALL STORM DRAINAGE PIPE.6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUMSEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS &SERVICES.7.ALL STORM CROSSINGS OVER WATER SHALL HAVE JOINTENCASEMENTS ON THE STORM SEWER 10' EITHER SIDE OF THECROSSING PER CITY STANDARDS.8.UNDERGROUND WATER QUALITY SYSTEM SHALL BE PROVIDED BYADVANCED DRAINAGE SYSTEMS, INC. OR APPROVED EQUAL.REFER TO THE CONSTRUCTION DETAILS FOR MORE INFORMATION.9.DRAIN BASINS 1-2, 1-2.1, 1-2.3 AND 1-2.3A SHALL BE INSTALLED WITH12" SOLID COVERS. SEE DETAILS.10.SUBGRADE ELEVATIONS ARE EQUIVALENT TO BOTTOM OF STONEAS SHOWN IN THE DETAILS.11.CONTRACTOR SHALL PHASE THE CONSTRUCTION OF THEUNDERGROUND DETENTION FACILITY TOWARDS THE END OF THEOVERALL CONSTRUCTION TO AVOID CONTAMINATION OF THESYSTEM WITH CONSTRUCTION DEBRIS OR MUD. SHOULDCONSTRUCTION SEQUENCING MAKE THIS UNFEASIBLE, THESYSTEM SHALL BE INSPECTED AND CLEANED (IF NECESSARY) WITHTHE LANDSCAPING OF THE PROJECT. UPUPUPUPRISERSEG 15' UTILITY &DRAINAGE EASEMENT5' UTILITY &DRAINAGE EASEMENT30' EMERGENCYVEHICLE, PUBLICACCESS, UTILITYAND DRAINAGEEASEMENTWEST PROSPECT ROAD(RIGHT-OF-WAY VARIES)DRAINAGEEASEMENTNON-VEHICULARACCESS PUBLICEASEMENTEXISTING 30' EMERGENCYACCESS, PUBLIC ACCESS,UTILITY & DRAINAGE EASEMENTGRADE BREAKBIORETENTIONPOND(SEE NOTE 10)EXISTING APEXBUILDING28.50 FG27.0027.08 FG2 7 . 0 8 FG 2 5 . 6 1 FG26.40 HP26.14 LP22.73 LP23.61 LP20.19 FL20.24 FL22.50 LP25.00 FG2 7 . 1 4 2 8 . 0 0 FG 26.78 FG2 5 . 3 8 FG 2 6 . 2 0 FG 23.80 FGEXISTINGRESIDENCE(BUILDING 2)EXISTINGRESIDENCE(BUILDING 3)PROPOSEDAPARTMENTS(BUILDING 1)FFE=5027.00OVERFLOW WEIRELEV. 5026.00TOP OF PONDELEV. 5026.602' SIDEWALK & CURB CHASEFINISHED GRADESABOVE FFE(SEE NOTE 6)27.0027.50 FG2 8 . 0 0 2 8 . 0 0 28.00 FG2 7 . 5 0 27.502 6 . 8 3 FG 28.00FINISHED GRADES ABOVE FFE(SEE NOTE 6)FFE=5027.7528.25 FGFFE=5028.00FFE=5027.5026.33 FG27.33 FG27.5025.242 8 . 0 0 22.68 FL27.2827.3128.00 FGUNDERGROUND WATERQUALITY CHAMBERSFINISHED GRADESEQUAL TO & ABOVE FFE(SEE NOTE 6)EXPOSE FFE AS SHOWN(SEE NOTE 6)FINISHED GRADES EQUALTO FINISHED FLOOR(SEE NOTE 6)EXISTINGPARKING LOTPROPERTY BOUNDARY22.24 LPGRADE BREAK DRAINAGEEASEMENTEMERGENCY ACCESS & PUBLICACCESS EASEMENT26.16 FG27.502 7 . 5 0 2 6 . 3 3 FG27.08 FG26.83 FG26.83 FGEXPOSE FFEAS SHOWN(SEE NOTE 6)27.7527.7526.20 FG2 5 . 3 4 F G 2 7 . 3 3 FG27.33 FG2 8 . 0 0 FG 2 7 . 5 027.5027.50 FGLIMITS OF DISTURBANCERESTRICT ACCESSDURING CONSTRUCTION(SEE NOTE 9)2 8 . 0 4 H P28.02 HP28.36MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = 20'1" = N/AAPEX-HAVEN APARTMENTS NORTH 6/1/2022 1:51:49 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C4.00 - OVERALL GRADING & EROSION CONTROL PLAN.DWGC4.00 - OVERALL GRADING & EROSION CONTROL PLANKRBCDB C4.0028OVERALL GRADING AND EROSION CONTROL PLAN020'40'SCALE: 1" = 20'10'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2212SWALE FLOWLINEWALLINLET PROTECTIONROCK SOCKSEDIMENT CONTROL LOGEROSION CONTROL MATTING (TRM)SEE NOTE 8PERMANENT SEEDINGCONCRETE WASHOUT AREASILT FENCEVEHICLE TRACKINGCONTROLSLOPE PROTECTION90.30PROPOSED 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 MAJORCONTOURPROPOSED MINORCONTOURLEGENDNOTES1.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.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALKUNLESS OTHERWISE NOTED.3.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PERTHE LANDSCAPE PLANS.4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THISDRAWING CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ONTHE ARCHITECTURAL PLANS.5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUMELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEARSTORM.6.FOR FINISHED GRADES ADJACENT TO BUILDING 1 THAT ARE ABOVETHE FINISHED FLOOR ELEVATION OR BELOW THE FINISHED FLOORELEVATION BY MORE THAN 6-INCHES, REFER TO AND COORDINATEWITH THE ARCHITECTURAL PLANS FOR FOUNDATIONREQUIREMENTS.7.FOR WORK WITHIN STREET RIGHT-OF-WAY, CONTRACTOR SHALL:·EXPEDITE CONSTRUCTION COMPLETION AFFECTINGROADWAYS·NOT USE THE STREET TO STOCKPILE EARTH DURINGTRENCHING ACTIVITIES·SWEEP SEDIMENT WITHIN STREET DAILY OR PRIOR TO ANDAFTER STORM EVENTS AS NECESSARY·PLACE ROCK SOCKS ON DOWNSTREAM SIDE OF WORK AREA INPAVED AREAS TO PREVENT SEDIMENT TRANSPORT·SURFACE ROUGHEN LANDSCAPED AREAS UNTIL STABILIZEDWITH LANDSCAPING8.PERMANENT REINFORCEMENT MATS (TRM) SHALL BE NORTHAMERICAN GREEN VMAX SC250 OR APPROVED EQUAL.9.CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING ASNECESSARY TO RESTRICT CONSTRUCTION TRAFFIC TO THEENTRANCE FROM PROSPECT ROAD. SHOULD DELIVERIES ORCONSTRUCTION TRAFFIC BE ALLOWED BY THE PROPERTY OWNERTHROUGH THE EXISTING APEX APARTMENTS PARKING LOT,ADDITIONAL VEHICLE TRACKING CONTROL AND/OR STREETSWEEPING WILL BE REQUIRED.EROSION CONTROL NOTES1.TOTAL DISTURBED AREA = 52,800 SF (1.21 ACRES).2.THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPEPLAN FOR DETAILS.3.REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENT CONTROLCONSTRUCTION PLAN NOTES.4.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATIONMETHODS SHALL FOLLOW CITY REGULATIONS.5.PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCE WITH THEAPPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVESEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREASSHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE ITEMSMAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILTFENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP.7.SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO ADEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000 SQUARE FEET OF AREA -OR-4" OF LOOSE TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENEDSUBGRADE SOILS. REFER TO CITY OF FORT COLLINS CODE SECTIONS 12-130THROUGH 12-132.8.TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA ISEXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE SEEDED WITH THEAPPROPRIATE SEED MIX AND INSTALLATION METHOD AS SPECIFIED ON THEAPPROVED LANDSACPE PLANS.9.A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:10.DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUND SURFACE ARE TOBE PROVIDED WITH A SPLASH GUARD.11.ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OF THE FINALCONSTRUCTION SEQUENCE TO MINIMIZE THE POTENTIAL FOR THESE TO BECLOGGED WITH SEDIMENT DUE TO CONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRENITROGEN1365POTASSIUM1680POTASSIUMM120PROJECT:APEX-HAVEN APARTMENTSBEST 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 UPUPRISERDELIVERYRIDESHAREPARKINGONLYDELIVERYRIDESHAREPARKINGONLYPERMIT 4 PERMIT 3 PERMIT 2 PERMIT 1 3-POINT TURNONE WAYONE WAYAROUND AREA15' UTILITY &DRAINAGE EASEMENT5' UTILITY &DRAINAGEEASEMENTWEST PROSPECT ROAD(RIGHT-OF-WAY VARIES)EXISTINGDRAINAGEEASEMENTNON-VEHICULARACCESS PUBLICEASEMENTGRADE BREAK0.8%5.6%5.9%BIORETENTIONPOND26.40 HP26.1426. 4 2 26.3522.70 LP2 3 . 6 1 L P20.19 FL20.24 FL22.50 LP22.68 FL25.00 FG2 7 . 1 4 28.00 FG 2 6 . 7 8 FG 2 5 . 3 8 FG 26.20 FG23.80 FGEXISTINGRESIDENCE(BUILDING 2)EXISTINGRESIDENCE(BUILDING 3)2 6 . 5 1 2 6 . 1 7 2 6 . 5 4 26.6327.5027.0622.80 FGOVERFLOW WEIRELEV. 5026.00TOP OF PONDELEV. 5026.602' SIDEWALK & CURB CHASE26.83 FG23.00 FG23.04 FG0.5%27.5027.452 7 . 0 0 FFE=5027.5027.2126.16 FG2 7 . 5 026.550.1%0.5%1.3%24.62 FG25.2424.80 FG24.80 FG22.92 FG23.1025.50 FG26.342 6 . 2 2 2.0%26.732 6 . 9 1 27.8028.4328.21 FL2 7 . 0 9 F L 28.0027.3827.2627.2227.1026.2026.2627.2827.3128.00 FG24.2223.8323.6423.5722.7923.0023.4822.3022.5021.522 1 . 3 2 22.8923.0923.88 FG23.70 FG23.80 FG24.12 FG2 2 . 5 5 2 2 . 3 4 FINISHED GRADES EQUALTO FINISHED FLOOR(SEE NOTE 6)22.44 FL22.24 LP0.5%0.5%0.5 %0.5%0.5%0.5%22.48 FL22.51 FL22.63 FL2.5%GRADE BREAK 28.570.8%23.0323.096" CURB HEAD22.4822.5322.26 FL23.0022.3022.3522.5526.6022.5922.53 FL22.62 FG22.60 FG22.52 FG22.69 FG 24.19 FG22.58 FL22.55 FL22.66 FL23.2422.7422.741.0%10 .4%2.0%2 6 . 0 4 F L26.01 FL25.34 FL23.00 FL27.50 FG24.93 FL24.15 FL2 3 . 9 6 F L 23.86 FL2 5 . 8 9 25.802 5 . 3 6 2 5 . 2 725.572 5 . 5 7 26.402 6 . 4 3 2 7 . 1 9 27.3425.9425.9525.7325.7224.9424.8524.3424.4424.3024.2024.0626.0826.3026. 2 3 23.8625.7126.7326.6826.222 6 . 3 8 2 6 . 8 0 2 6 . 6 326.842 6 . 9 8 2 7 . 1 827.3227.1927.7527.8827.5827.6827.9327.9427.2128.70 28.5928.30 FG28.27 FG28.8328.06 27.22 FG27.00 FG26.8526.5026.6226.502 6 . 9 5 2 7 . 5 0 2 7 . 2 5 27.502 7 . 3 9 27.3827.5027.2325.2425.2527.1527.2327.1326.8225.88 FL26.60 LP26.93 FL27.64 FL 28.00 FG26.47 FL2 6 . 3 8 0.3%2.0%2.5%1.1%2 3 . 1 7 23.072 2 . 9 0 22.6422.7022.44???20.8521.6520.5326.83 FG26.83 FG2 7 . 3 5 27.5027.50 FGEXPOSE FFE AS SHOWN(SEE NOTE 6)26.9428.6421.99 FL21 . 3 3 F L21.03 FL20.44 FL21.5621.2222.612 2 . 5 621.9722.3121.3721.9521.6222.8922.831.7%1.5%1.5%23.6021.5023.00 TOPTOP OF OUTLET STRUCTURE22.04 FL23.59 FL2 4 . 2 1 F L24.65 FL21.6927.6927.57CONNECT TOEXISTING STAIRS26.60 TOW26.52 FG26.60 TOW23.83 FL22.68 FL26.202' CURB CHANNEL26.60 TOW26.60 TOW26.11 FG26.40 FG26.60 TOW22.56 FG22.60 FGCONNECT TOEXISTING STAIRS25.3423.76 FL23.96 FG25.30TOW24.80TOW25.30 TOW2 5 . 5 0 TOW 25.50 TOW2 5 . 5 0 TOW 25.50 TOW24.80 TOWCONNECT TOEXISTING STAIRS24.172 4 . 1 824.126.6%6.6%6.0%FLUSH CURB6" SPILL CURB6" CATCH CURB6" SPILL CURBTRANSITION SPILLCURB TO CATCH CURB6" CATCH CURBTRANSITIONFLUSH CURB TO6" SPILL CURB2.2%0.0%2.0%0.2% 0.4%1.9%0.8%2.0%2.2%2.0%26.9126.9126.841.9%2' CURB CUT2' CURB CHANNELLIMITS OF DISTURBANCE23.4423.2823.7723.6423.84LIMITS OF DISTURBANCE20.9220.6021.0420.2028.303.7%SEE DETAILS2 4 . 3 6 24 . 3 6 2 4 . 7 2 24 . 7 2 2 4 . 9 824.9823.6423.640.1%6" MONOLITHIC CURBTRANSITIION TO SPILL CURB2.0% 1.9%3.0%15.0%6.9%1.5%5.7%6.0%9.8%2.1%2.0%1.8 %12.1%6.7%1.7%4.0:111.1%12.0%27.2127.3528.1328.4728.5228.4128.601.5%28.361.9%1.0% MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = ##'1" = N/AAPEX-HAVEN APARTMENTS NORTH 6/1/2022 1:52:07 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C4.01 - DETAILED GRADING PLAN.DWGC4.01 - DETAILED GRADING PLANKRB CDB C4.0128DETAILED GRADING PLAN010'20'SCALE: 1" = 10'5'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2213SWALE FLOWLINEWALL90.30PROPOSED 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 MAJORCONTOURPROPOSED MINORCONTOURLEGENDCATCH CURBFLUSH CURBLIMITS OF DISTURBANCENOTES1.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.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALKUNLESS OTHERWISE NOTED.3.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PERTHE LANDSCAPE PLANS.4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THISDRAWING CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ONTHE ARCHITECTURAL PLANS.5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUMELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEARSTORM.6.FOR FINISHED GRADES ADJACENT TO BUILDING 1 THAT ARE ABOVETHE FINISHED FLOOR ELEVATION OR BELOW THE FINISHED FLOORELEVATION BY MORE THAN 6-INCHES, REFER TO AND COORDINATEWITH THE ARCHITECTURAL PLANS FOR FOUNDATIONREQUIREMENTS.7.FOR WORK WITHIN STREET RIGHT-OF-WAY, CONTRACTOR SHALL:·EXPEDITE CONSTRUCTION COMPLETION AFFECTINGROADWAYS·NOT USE THE STREET TO STOCKPILE EARTH DURINGTRENCHING ACTIVITIES·SWEEP SEDIMENT WITHIN STREET DAILY OR PRIOR TO ANDAFTER STORM EVENTS AS NECESSARY·PLACE ROCK SOCKS ON DOWNSTREAM SIDE OF WORK AREA INPAVED AREAS TO PREVENT SEDIMENT TRANSPORT·SURFACE ROUGHEN LANDSCAPED AREAS UNTIL STABILIZEDWITH LANDSCAPING8. CONTRACTOR SHALL NOTE THE MULTIPLE FINISHED FLOORELEVATIONS SHOWN ON THIS PLAN AND SHALL COORDINATE EACHFINISHED FLOOR ELEVATION WITH THE ARCHITECTURAL PLANSPRIOR TO PLACING FOUNDATIONS. UPUPUPUPRISERSDELIVERYRIDESHAREPARKINGONLYDELIVERYRIDESHAREPARKINGONLYPERMIT 4 PERMIT 3 PERMIT 2 PERMIT 1 3-POINT TURNONE WAYONE WAYAROUND AREA5' UTILITY &DRAINAGEEASEMENT30' EMERGENCYVEHICLE, PUBLICACCESS, UTILITYAND DRAINAGEEASEMENTEXISTINGDRAINAGEEASEMENTNON-VEHICULARACCESS PUBLICEASEMENTGRADE BREAK0.8%5.6%5.9%BIORETENTIONPOND28.50 FG27.0027.08 FG26.40 HP26.1426. 4 2 26.3522.70 LP23.61 LP22.68 FL25.00 FG27.1428.00 FG26.78 FG25.38 FG26.20 FG23.80 FGEXISTINGRESIDENCE(BUILDING 2)EXISTINGRESIDENCE(BUILDING 3)PROPOSEDAPARTMENTS(BUILDING 1)FFE=5027.0027.0126.512 6 . 1 7 2 6 . 5 4 26.6327.5027.0622.80 FG2' SIDEWALK & CURB CHASEFINISHED GRADES ABOVE FFE(SEE NOTE 6)2 6 . 8 3 FG 23.00 FG23.04 FG0.5%27.75 FG2 7 . 0 0 27.63 FG28.0028.0027.50 FG2 7 . 5 027.4527.33 FG27.8927.6827.2928.002 7 . 0 0 FINISHED GRADES ABOVE FFE(SEE NOTE 6)FFE=5027.7528.25 FGFFE=5028.00FFE=5027.5027.04 FG26.20 FG27.2126.16 FG2 7 . 5 026.550.1%0.5%1.3%24.62 FG25.2424.80 FG24.80 FG2 2 . 9 2 FG 23.1025.50 FG2 6 . 3 4 26.222.0% 2 6 . 7 3 2 6 . 9 127.8027.8728.04 HP28.4328.21 FL27.09 FL28.0027.3827.26 27.2227.1026.2026.2627.2827.3128.00 FG 23.88 FG2 4 . 1 2 FG FINISHED GRADESEQUAL TO & ABOVE FFE(SEE NOTE 6)27.33 FGFINISHED GRADES EQUALTO FINISHED FLOOR(SEE NOTE 6)0.5%0.5 %0.5%0.5%0.5%22.51 FL22.63 FL 2.5%GRADE BREAK 28.570.8%27.7527.7523.0922.5526.6022.53 FL22.62 FG22.60 FG 22.52 FG22.69 FG24.19 FG22.58 FL22.55 FL22.66 FL23.2422.7422.741.0%10 .4%2.0%26.04 FL26.01 FL25.34 FL23.00 FL2 7 . 5 0 FG 27.50 FG28.00 FG2 7 . 7 1 FG27.29 FG27.50 FG28.00 FG28.00 FG28.00 FG27.52 FG24.93 FL24.15 FL23.96 FL23.86 FL2 5 . 8 9 25.802 5 . 3 6 2 5 . 2 7 2 5 . 5 7 25.572 6 . 4 0 2 6 . 4 3 27.192 7 . 3 425.9425.9525.7325.7224.9424.8524.3424.4424.3024.2024.0626.0826.3026. 2 3 23.8625.7126.7326.6826.222 6 . 3 8 26.882 7 . 5 527.702 6 . 9 7 2 6 . 8 0 2 6 . 6 326.8426.982 7 . 1 827.3227.1927.7527.8827.5827.6827.9327.9427.2128.70 28.5928.30 FG28.27 FG28.8328.0628.0427.2127.22 FG 27.00 FG26.8526.5026.6226.5026.9527.5027.252 7 . 5 0 2 7 . 3 9 27.3827.502 7 . 2 3 25.2425.2527.1527.2327.132 6 . 8 2 25.88 FL26.60 LP 26.93 FL27.64 FL 28.00 FG26.47 FL2 6 . 3 8 0.3%2.0%2.5%1.1%2 6 . 8 3 FG26.83 FG2 7 . 3 3 FG 2 5 . 6 1 FG27.352 7 . 5 0 2 7 . 5 0 FG EXPOSE FFE AS SHOWN(SEE NOTE 6)27.50 FG27.2527.45 FL27.67 FL27.85 FL27.92 FG27.12 FL2 7 . 1 6 F L 27.65 FL27.35 FL27.1427.71 FG27.5126.9726.33 FG2 5 . 3 4 FG EXPOSE FFE AS SHOWN(SEE NOTE 6)2 6 . 3 3 FG APPROXIMATE STEP IN FFE(SEE NOTE 8)APPROXIMATE STEP IN FFE(SEE NOTE 8)APPROXIMATE STEP IN FFE(SEE NOTE 8)26.9428.64 28.25 FG 2 6 . 8 3 FG27.92 FG27.08 FGEXPOSE FFE AS SHOWN(SEE NOTE 6)FINISHED GRADES ABOVE FFE(SEE NOTE 6)23.6022.04 FL23.59 FL2 4 . 2 1 F L24.65 FL21.6927.6927.57CONNECT TOEXISTING STAIRS26.60 TOW26.52 FG26.60 TOW23.83 FL22.68 FL26.202' CURB CHANNEL26.40 FG26.60 TOW22.56 FG22.60 FGCONNECT TOEXISTING STAIRS25.3423.76 FL23.96 FG25.30TOW24.80TOW25.30 TOW2 5 . 5 0 TOW 25.50 TOW25.50 TOW25.50 TOW24.80 TOWCONNECT TOEXISTING STAIRS24.1724.1824.12FLUSH CURB6" SPILL CURB6" CATCH CURB6" SPILL CURBTRANSITION SPILLCURB TO CATCH CURB6" CATCH CURBTRANSITIONFLUSH CURB TO6" SPILL CURBPROPOSED SEAT WALL(SEE LANDSCAPE PLANS)PROPOSED SEAT WALL(SEE LANDSCAPE PLANS)2.2%0.0%2.0%0.2% 0.4%1.9%0.8%2.0%2.2%2.0%26.9126.9126.841.9%2' CURB CUT2' CURB CHANNELLIMITS OF DISTURBANCE27.5027.7927.5625.9824.7824.7524.7724.8 627.0627.0827.81LIMITS OF DISTURBANCE28.303.7%2 4 . 3 6 24 . 3 624.7224.722 4 . 9 824.9824.7424.7424.4424.4423.8923.8923.6423 . 6 4 0.1%6" MONOLITHIC CURB3.0%15.0%6.9%1.5%5.7%6.0%9.8%2.1%2.0%1.8 %12.1%6.7%1.7%11.1%12.0%17.1%4.0:14.0:1 4.1:14.3:14.4:112.6%8.0%1.6%2.4%27.2127.3524.9926.0426.02 FG26.7226.23 FG26.90 FG26.9025.7726.57 FG26.57 FG26.9027.3226.8526.9026.9026.23 TOW26.23 TOW26.90 TOW27.20PROVIDE 8" STEP INTOP OF WALL27.7228.02 HP27.6525.9225.3427.5327.2026.9126.0126.51 TBC27.03 TBC27.31 TBC25.4225.92 TBC25.2325.73 TBC25.42 TBCFLUSHCURB24.926" SPILL CURB28.1328.4728.5228.4128.60 28.041.5%0.5%28.361.9%1.0%26.23 FG26.68MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = ##'1" = N/AAPEX-HAVEN APARTMENTS NORTH 6/1/2022 1:52:21 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C4.01 - DETAILED GRADING PLAN.DWGC4.01 - DETAILED GRADING PLANKRB CDB C4.0228DETAILED GRADING PLAN0##'##'SCALE: 1" = ##'#'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2214SWALE FLOWLINEWALL90.30PROPOSED 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 MAJORCONTOURPROPOSED MINORCONTOURLEGENDCATCH CURBFLUSH CURBLIMITS OF DISTURBANCENOTES1.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.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALKUNLESS OTHERWISE NOTED.3.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PERTHE LANDSCAPE PLANS.4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THISDRAWING CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ONTHE ARCHITECTURAL PLANS.5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUMELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEARSTORM.6.FOR FINISHED GRADES ADJACENT TO BUILDING 1 THAT ARE ABOVETHE FINISHED FLOOR ELEVATION OR BELOW THE FINISHED FLOORELEVATION BY MORE THAN 6-INCHES, REFER TO AND COORDINATEWITH THE ARCHITECTURAL PLANS FOR FOUNDATIONREQUIREMENTS.7.FOR WORK WITHIN STREET RIGHT-OF-WAY, CONTRACTOR SHALL:·EXPEDITE CONSTRUCTION COMPLETION AFFECTINGROADWAYS·NOT USE THE STREET TO STOCKPILE EARTH DURINGTRENCHING ACTIVITIES·SWEEP SEDIMENT WITHIN STREET DAILY OR PRIOR TO ANDAFTER STORM EVENTS AS NECESSARY·PLACE ROCK SOCKS ON DOWNSTREAM SIDE OF WORK AREA INPAVED AREAS TO PREVENT SEDIMENT TRANSPORT·SURFACE ROUGHEN LANDSCAPED AREAS UNTIL STABILIZEDWITH LANDSCAPING8. CONTRACTOR SHALL NOTE THE MULTIPLE FINISHED FLOORELEVATIONS SHOWN ON THIS PLAN AND SHALL COORDINATE EACHFINISHED FLOOR ELEVATION WITH THE ARCHITECTURAL PLANSPRIOR TO PLACING FOUNDATIONS. 262.50'S00°37'46"W (M)227.20' S00°00'00"E (R)A10.020.951.00A20.030.510.64A30.010.951.00C10.050.440.55D20.060.250.31B10.190.370.46B20.250.760.95E10.090.370.47ON10.060.570.71S10.040.620.78D10.130.420.52WEST PROSPECT ROAD(RIGHT-OF-WAY VARIES)EXISTINGRESIDENCE(BUILDING 2)EXISTINGRESIDENCE(BUILDING 3)PROPOSEDAPARTMENTS(BUILDING 1)EXISTING APEXBUILDINGBIORETENTIONPONDPOND BPOND AUNDERGROUNDWATER QUALITYC20.130.951.001B30.130.951.00DETENTIONPONDPOND CEXISTINGPARKING LOTPOND B OUTLET PIPEPOND OUTLET PIPEFOREBAYPOND OUTLETSTRUCTUREPOND OUTLET STRUCTUREROOF DRAIN SYSTEMCURB CHASE ACURB CHANNEL BMAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = 20'1" = N/AAPEX-HAVEN APARTMENTS NORTH 6/1/2022 1:52:32 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C5.00 - DRAINAGE PLAN.DWGC5.00 - DRAINAGE PLAN KRB CDB C5.0028DRAINAGE PLAN020'40'SCALE: 1" = 20'10'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2215X.XXX.XXXX.XXBASIN DESIGNATIONBASIN AREA (ACRE)2 - YR RUNOFF COEFF.100 - YR RUNOFF COEFF.DESIGN POINTFLOW DIRECTIONDPD1LEGENDDRAINAGE SUMMARYBasinDesign PointArea%IC2C100Q2Q100(acre)(cfs)(cfs)Existing BasinsEX1EX10.6415.9%0.350.440.502.29EX2EX20.5511.6%0.320.400.381.64TOTAL1.1913.9%Proposed BasinsA1A10.0290%0.951.000.050.19A2A20.0335%0.510.640.050.20A3A30.0190%0.951.000.030.12B1B10.1917%0.370.460.170.76B2B20.2568%0.760.950.552.40B3B30.1390%0.951.000.351.27C1C10.0526%0.440.550.060.26C2C20.1390%0.951.000.351.31D1D10.1325%0.420.520.140.66D2D20.062%0.250.310.040.17E1E10.0918%0.370.470.090.41S1S10.0449%0.620.780.070.31ON1ON10.0642%0.570.710.100.44TOTAL1.1949% MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:52:41 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.0028CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.22166"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*WTW P.C.CROSSPANTHICKENEDASPHALTTHICKENEDASPHALTTHICKNESSDESIGNEDAND WALKCURB, GUTTERT = THICKNESS OF CROSSPANW = WIDTH OF CROSSPANP.C.*-If subgrade is flyash treated, use T instead of 2T.NOTES: 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 must be in ROW or a pedestrian or public access easement. 6. Pedestrian landing area, minimum required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 1 4" per foot. 7. Detectable Warning to extend the full width of the landing area and be 2.0' in the direction of travel beginning 6" from flowline. Material to be approved by the local engineer. 8. T = Concrete thickness, 6" for Residential and 8" for Commercial TYPE IV ATTACHED 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 TWalkGutter Sidewalk1:50(max.)1:12A A  1: 1 2 ( m a x )6' (min.)Retaining Curb (Optional), See Standard Drawing 1603 See Note 3 See Note 4 See Note 7 See Note 5 Ramp if walk continues on Private Property. If Concrete Driveway Expansion Joint 1/4" per ft.1" per ft.1" p e r f t . 1:12 (max.) Pedestrian landing area, See note 6 Flare I, II, III, or IV Gutter Sidewalk 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 EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. 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 RESERVED PARKING 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"12" (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 SuitableMaterialsPavement Thickness Varies 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. MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:52:45 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.0128CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2217ATTACHED 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"/ft(FORT COLLINS ONLY)FIRELANENOPARKINGSTANDARDFIRE LANE SIGN DETAILUNIVERSALFIRE LANE SIGN DETAILDrivewayDrivewaySidewalkSECTION 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.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" CurbLip of GutterDetectableWarningAA1/2" per ft.1" per ft.FlareCurbFlareDetectable WarningCurb Option,See Note 5Curb (TYP.)SIDEWALKSIDEWALK 0" Curb Height,See Section A-A(TYP)Standard Curband Gutter,See StandardDwg 701 (TYP)PedestrianLanding Area,See Note 22' (min)DELINEATORS ARE ROUNDSAME COLOR REFLECTIVE MATERIAL (BAND)IF ANCHOR IS LOCATED IN AN ISLAND OR PAVED MEDIAN, A 4" DIA. PVC SLEEVE SHALL BE EXTENDED THROUGH THE PAVEMENT FOR POST ANCHOR (STUB).STANDARD DETAIL 1(WITHOUT STENCIL)STANDARD DETAIL 1(WITH STENCIL)DETAIL 3(65' OR LESS)MUST BE PRE-APPROVED35'NOTE:or equivalent. (typical both sides)With curb walk, cover plate extendsfrom property line to top of walk face.6" VERTICAL CURB, GUTTER, AND SIDEWALKSECTION A-A (2 VIEWS)COMBINATION CURB, GUTTER, AND SIDEWALKcenter, Nelson Standard Anchor3" #4 Bar Welded at 12" onL = 1 1/4" x 1 1/4" x 1/4"5/8" Rolled Steel Tread PlateSECTION C-C1.0' (minimum) approved by the Engineer. Right of Way line to flow line unless2. Chase and cover plate run from1. Length of steel plate varies.Notes:Dimension Variable(diamond pattern)5/8" Rolled Steel Tread Plate4'-0" or as DirectedRetaining Screws atTop of Curb CBABCPLAN VIEWAStreet SECTION B-B10 3/8"6"1 1/4"AttachedFt. Collins onlyDetached Sidewalkfinish 12" on centerScrew Brass or Electro-galv.1/2" x 1" Flat Head Mach.threaded to receive screw.Angle iron to be drilled andscrew to extend into theConcrete to be drilled to allowLip of Gutter concrete(typical both sides).(typical both sides)LF Sidewalk X (Varies, See PlansXmax=2.0')d (Varies,See Plans) 20.24 FL21.5021.5020.16 FL20.22 FL20.6620.728" HDPE OUTFALL PIPE2'0.5'0.5'7.5'R1'R1'CONCRETEENCASEMENTFINISHED GRADEMAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:52:52 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.0228CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2218CONSTRUCTED W/OVERTICAL CURBSIDEWALKPAVEMENT SECTIONNORMAL FLOWLINEVARIESFLUSH CURBONSITE CONCRETE DETAILS2C6.02NOT 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)0.24" 6"2"R.1 1/2"R.6"4 1/2"Gutter edge may betapered or battered.(Typical for all Curb && Gutter Types)0.24"1'-6"6"6" 12"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 C6.00.ONSITE SPILL CURB & GUTTER2' CURB CUT1'-6"CUSTOM SIGN DETAILS4C6.02NOT TO SCALEEMERGENCY18"12"1" RADIUS (TYP.)NOTE:1. BOLT SIGN THROUGH POST TOP AND BOTTOM.1.5" LETTERING WITHHELV NARROW FONTVEHICLESDELIVERYDELIVERY18"12"1" RADIUS (TYP.)NOTE:1. BOLT SIGN THROUGH POST TOP AND BOTTOM.1.5" LETTERING WITHHELV NARROW FONT2" LETTERING WITHHELV NARROW FONTPARKINGTRUCKSONLY2' CONCRETE CHANNEL2'6" CONCRETE6"6"ONLY2"R.6"6" 12"1 1/2"R.6"4 1/2"ONSITE 6" MONOLITHIC CURBDRIVEWAY CROSSSLOPE VARIESDRIVEWAY & VERTICAL CURBTO BE A MONOLITHIC POUREDWITH CONCRETE DRIVEWAY2.0% SLOPE2.0% SLOPE6"6'-0"6"2-1"Ø HOLESSECTIONNOTE:1. WHEEL STOPS SHALL BE PREFABRICATED UTILIZING GRAY CONCRETE.NOT TO SCALEPREFABRICATED WHEEL STOP8" OUTFALL CURB CHASE1C6.023C6.022.0% SLOPENOTURN18"12"1" RADIUS (TYP.)NOTE:1. BOLT SIGN THROUGH POST TOP AND BOTTOM.1.5" LETTERING WITHHELV NARROW FONT2" LETTERING WITHHELV NARROW FONTPARKINGAROUNDDELIVERY18"12"1" RADIUS (TYP.)NOTE:1. BOLT SIGN THROUGH POST TOP AND BOTTOM.1.5" LETTERING WITHHELV NARROW FONT2" LETTERING WITHHELV NARROW FONTRIDESHAREPARKINGCAUTIONVEHICLE18"12"1" RADIUS (TYP.)NOTE:1. BOLT SIGN THROUGH POST TOP AND BOTTOM.1.5" LETTERING WITHHELV NARROW FONT2" LETTERING WITHHELV NARROW FONTCROSSTRAFFICVEHICLES18"12"1" RADIUS (TYP.)NOTE:1. BOLT SIGN THROUGH POST TOP AND BOTTOM.1.5" LETTERING WITHHELV NARROW FONTSTOP ANDYIELD TOPEDESTRIANSANDCYCLISTSNOTES:1.REFER TO LCUASS DETAIL 709 FOR STEEL GRATE AND ANCHOR CONSTRUCTIONPLAN VIEWELEVATION VIEW7"6"8" Ø7'STEEL GRATESLOPEOUTFALL PIPE2' CURB CUTNOT TO SCALECONCRETE ENCASEMENT6"SIDEWALK MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:52:55 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.0328CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2219APPROVED:DRAWN BY:DATE REVISED:BEDDING REQUIREMENTSWW-1NBJ4/11/11APPROVED:DRAWN BY:DATE REVISED:SERVICE WYE DETAILWW-9NBJ4/11/11APPROVED:DRAWN BY:DATE REVISED:TRAFFIC RATED CLEANOUTWW-15NBJ4/11/11NOTES:1.THE ABOVE PAVEMENT SECTIONS WERE TAKEN FROM THE TERRACON REPORT ENTITLED "GEOTECHNICALENGINEERING STUDY AND PAVEMENT THICKNESS DESIGN, PROPOSED HAVEN APARTMENTS, FORTCOLLINS, CO", DATED NOVEMBER 12, 2019, KUMAR & ASSOCIATES, INC. REFER TO THIS REPORT FORPERFORMANCE SPECIFICATIONS AND OTHER RECOMMENDATIONS.HOT MIX ASPHALTAGGREGATE BASECOURSE (CLASS 6)APPROVED SUBGRADE(SEE GEOTECHNICALREPORT)HOT MIX ASPHALT PAVEMENT SECTIONSONSITE PAVEMENT DETAILSNOT TO SCALEHEAVY DUTYALT A4"8"PORTLAND CEMENTCONCRETEAPPROVED SUBGRADE(SEE GEOTECHNICALREPORT)RIGID PAVEMENT SECTIONSHEAVY DUTYLIGHT DUTY6"7"1C6.036"HOT MIX ASPHALTAPPROVED SUBGRADE(SEE GEOTECHNICALREPORT)HOT MIX ASPHALTAGGREGATE BASECOURSE (CLASS 6)APPROVED SUBGRADE(SEE GEOTECHNICALREPORT)4"6"5.5"HOT MIX ASPHALTAPPROVED SUBGRADE(SEE GEOTECHNICALREPORT)HEAVY DUTYALT BLIGHT DUTYALT ALIGHT DUTYALT B MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:53:00 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.0428CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2220 MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:53:05 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.0528CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.22213" WATER METER DETAILS1C6.05NOT TO SCALE MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:53:11 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.0628CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2222APPROVED:DATE:DRAWN BY: 1/12/00 SKCSTANDARD CONCRETE NOTESAPPROVED:DATE:DRAWN BY:2/22/05TDCADVANCED 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-101D© NOTES:1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUNDINSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION,WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE. SOIL CLASSIFICATIONSARE PER THE LATEST VERSION OF ASTM D2321. CLASS IVB MATERIALS (MH, CH) AS DEFINED IN PREVIOUS VERSIONS OFASTM D2321 ARE NOT APPROPRIATE BACKFILL MATERIALS.2. 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 A DEPTH REQUIREDBY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE ANDAT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II, III, OR IV. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FORMATERIAL SPECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITHTABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDINGTHICKNESS SHALL BE 4" (100mm) FOR 12"-24" (300mm-600mm) DIAMETER PIPE; 6" (150mm) FOR 30"-60" (750mm-1500mm) DIAMETER PIPE. THE MIDDLE 1/3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OFA SOIL EXPERT.5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II, III, OR IV IN THE PIPE ZONE EXTENDING TO THE CROWN OF THEPIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALLBE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER INACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITEDAPPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF A SOIL EXPERT.6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300mm) FROMTHE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFICAPPLICATIONS; CLASS I OR II MATERIAL COMPACTED TO 90% SPD AND CLASS III COMPACTED TO 95% SPD IS REQUIRED.FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" (300mm) UP TO 48" (1200mm) DIAMETER PIPE AND 24" (600mm) OFCOVER FOR 60" (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENTOR TO TOP OF RIGID PAVEMENT.7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.04.TABLE 1, RECOMMENDED MINIMUM TRENCH WIDTHSTABLE 2, MINIMUM RECOMMENDED COVER BASED ONVEHICLE LOADING CONDITIONS* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVERTABLE 3, MAXIMUM COVER FOR ADS HP STORM PIPE, ftFILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOADRESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWINGASSUMPTIONS:NO HYDROSTATIC PRESSUREUNIT WEIGHT OF SOIL (үs) = 120 PCFHP STORM TRENCH INSTALLATION DETAILSURFACE LIVE LOADING CONDITIONPIPE DIAM.H-25HEAVY CONSTRUCTION(75T AXLE LOAD) *12" - 48"12"48"(300mm - 1200mm)(305mm)(1219mm)60"24"60"(1500mm)(610mm)(1524mm)CLASS ICLASS IICLASS IIICLASSIVPIPE DIACOMPACTED95%90%85%95%90%95%12"41282116201616(300mm)(12.5m)(8.5m)(6.4m)(4.9m)(6.1m)(4.9m)(4.9m)15"42292116211616(375mm)(12.8m)(8.8m)(6.4m)(4.9m)(6.4m)(4.9m)(4.9m)18"44302116221716(450mm)(13.4m)(9.1m)(6.4m)(4.9m)(6.7m)(5.2m)(4.9m)24"37261814191414(600mm)(11.3m)(7.9m)(5.5m)(4.3m)(5.8m)(4.3m)(4.3m)30"39271914191514(750mm)(11.9m)(8.2m)(5.8m)(4.3m)(5.8m)(4.6m)(4.3m)36"28201410141110(900mm)(8.5m)(6.1m)(4.3m)(3.0m)(4.3m)(3.4m)(3.0m)42"30211410151110(1050mm)(9.1m)(6.4m)(4.3m)(3.0m)(4.6m)(3.4m)(3.0m)48"2920149141010(1200mm)(8.8m)(6.1m)(4.3m)(2.7m)(4.3m)(3.0m)(3.0m)60"292014914109(1500mm)(8.8m)(6.1m)(4.3m)(2.7m)(4.3m)(3.0m)(2.7m)PIPE DIAM.MIN. TRENCHWIDTH12"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)NOT TO SCALEHP STORM PIPE INSTALLATION DETAILS1C6.06NOT TO SCALECDOT TYPE R INLET DETAILS2C6.06 MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:53:16 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.0728CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2223NOT TO SCALENYLOPLAST DRAIN BASIN INSTALLATION DETAILS1C6.07REVJ7001-110-011DWG 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. MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:53:20 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.0828CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2224POND B OUTLET STRUCTURE DETAILSNOT TO SCALE5.ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE ANDPROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS.6.TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASHRACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTEDAFTER GALVANIZING.CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST.GENERAL NOTES2.3.4.STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6"AND SHALL BE IN ACCORDANCE WITH AASHTO M 199.HAVE A MINIMUM 2" CLEARANCE.REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALLCONTRACTOR HAS THE OPTION TO PROVIDE ENHANCED SURFACE TREATMENTOR DECORATIVE VENEER SO LONG AS DRAINAGE FUNCTION IS NOT COMPROMISED.ENHANCEMENTS SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT.7.2C6.08NO. 12 GRATE AND FRAME BYMaCLEAR OR APPROVED EQUAL.PLAN VIEW36 IN.24 IN.6 IN. 3 IN. CIR. O.F.2 IN. CIR L.F.#4 @ 12 IN.CTRS. (TYP.)#4 @ 12 IN. CTRS.FL#4 BAR3 IN.CIR.DSECTION A-ASECTION B-B12 IN.LAPHAND FLOOR6 IN. TYPICAL WALLSDRAINAGESLOPE FORINLET ANDFLOW LINE OFCONDUIT1.65 FT.CTRS. (TYP.)#4 @ 12 IN.2 IN. CIR L.F. 3 IN. CIR. O.F.36 IN.6 IN.24 IN.12 IN. MAX.STEPSPACING14 IN.14 IN.BOTTOM OFBIORETENTION PONDELEV. 5022.50HDPEPIPEI.D.HDPEPIPEO.D.CONC. PAN(SOUTH) INV.5020.64#4 AROUND PIPEELEV. 5022.24INLETGRATES18"15"100-YEAR ORIFICE PLATE A5/16" THICK GALVANIZEDSTEEL PLATEPLATE CENTERED OVER 8"PIPE OPENING IN WALL1/2" Ø HOLES FOR 3/8" ØEXPANSION BOLTSEMBEDDED 2" INTOCONCRETE WALL@ 6" O.C. MIN.4 1/16" Ø ORIFICERECONSTRUCTED RETAINING WALLTOP OF GRATEELEV. 5023.00ORIFICE PLATE A(SEE DETAIL)AABBPOND C OUTLET STRUCTURE DETAILSNOT TO SCALE3C6.08NO. 12 GRATE AND FRAME BYMaCLEAR OR APPROVED EQUAL.PLAN VIEW36 IN.24 IN.6 IN. 3 IN. CIR. O.F.2 IN. CIR L.F.#4 @ 12 IN.CTRS. (TYP.)#4 @ 12 IN. CTRS.FL#4 BAR3 IN.CIR.DSECTION A-ASECTION B-B12 IN.LAPHAND FLOOR6 IN. TYPICAL WALLSDRAINAGESLOPE FORINLET ANDFLOW LINE OFCONDUITCTRS. (TYP.)#4 @ 12 IN.2 IN. CIR L.F. 3 IN. CIR. O.F.36 IN.6 IN.24 IN.12 IN. MAX.STEPSPACING14 IN.14 IN.HDPEPIPEI.D.HDPEPIPEO.D. INV. 5020.47#4 AROUND PIPEINLETGRATES18"15"100-YEAR ORIFICE PLATE5/16" THICK GALVANIZEDSTEEL PLATEPLATE CENTERED OVER 8"PIPE OPENING IN WALL1/2" Ø HOLES FOR 3/8" ØEXPANSION BOLTSEMBEDDED 2" INTOCONCRETE WALL@ 6" O.C. MIN.2 5/8" Ø ORIFICERETAINING WALLBOTTOM OF POND CELEV. 5023.00ORIFICE PLATE(SEE DETAIL)AABBINV. 5020.73#4 AROUND PIPE0.92 FT.DETAIL IS DERIVED FROM CITY OF FORT COLLINS AREA INLET DETAIL D-9A.1.5.ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE ANDPROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS.6.TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASHRACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTEDAFTER GALVANIZING.CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST.GENERAL NOTES2.3.4.STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6"AND SHALL BE IN ACCORDANCE WITH AASHTO M 199.HAVE A MINIMUM 2" CLEARANCE.REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALLCONTRACTOR HAS THE OPTION TO PROVIDE ENHANCED SURFACE TREATMENTOR DECORATIVE VENEER SO LONG AS DRAINAGE FUNCTION IS NOT COMPROMISED.ENHANCEMENTS SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT.7.DETAIL IS DERIVED FROM CITY OF FORT COLLINS AREA INLET DETAIL D-9A.1.EXPOSED WALL HEIGHT(VARIES, 30" MAX.)FINISHED GRADE(SEE GRADING PLAN)COMPACTED SUBGRADELANDSCAPE WALL(SEE LANDSCAPE PLANS)POND OUTLET PIPEW/ ORIFICE PLATEMIN. 30-MIL PVC LINERWALL DRAIN TO BECONNECTED DOWNSTREAMOF POND OUTLET STRUCTUREPOND C LANDSCAPE WALL DETAILNOT TO SCALE1C6.086" OPENING INCONCRETEPROJECT SPECIFIC NOTES:1.CONTRACTOR SHALL CONFIRM ALL ROOF DRAIN LOCATIONS ANDSIZE OF DOWNSPOUT ADAPTERS WITH ARCHITECTURAL PLANSPRIOR TO CONSTRUCTION.2.WATERTIGHT JOINTS SHALL BE USED ON ALL ROOF DRAINCONNECTIONS 1.5'RETAININGWALLPROPOSED 8" HDPE STORM DRAIN22.6222.6822.6223.10 TOW22.6823.69 TOW24.19 FG23.69 TOW23.19 TOW22.6822.58 FG23.10 TOW22.60 FL22.58 FL22.5823.10 TOW23.15 TOW22.6422.6522.6622.6422.6523.33 TOW22.6522.6422.6523.10 TOW23.10 TOW2'0.5'0.5'0.32'0.82'0.5'8" Ø0.67'2.17'0.67'1.5'0.67'0.5'2.5'1.17'0.67'0.67'1"120°1.33'0.83'#4 @ 18" O.C. BENT INTO SLAB3' TURFREINFORCEMENTMATTING1.5'0.67'22.6122.6123.15 TOWMAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:53:27 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.0928CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2225NOT TO SCALEPOND B FORE-BAY1C6.09NOTES1.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.ELEVATION 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 CONTINUOUS12" TO 18"#4 @ 18" O.C.7"BENT BAR DETAIL10"10"8"18"6"6"12"8" Ø1.33'1.5'NORTH01'2'SCALE: 1" = 1'1/2'NORTHWESTERN CONCRETE WALLSOUTHEASTERN CONCRETE WALL3'TURFREINFORCEMENTMATTING MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:53:31 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.1028CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2226NOT TO SCALEUNDERGROUND WATER QUALITY SYSTEM DETAILS1C6.10 MAXIIIMO DEVELOPMENT GROUP 06/01/2022U190311" = N/A1" = N/AAPEX-HAVEN APARTMENTS 6/1/2022 1:53:35 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRB CDB C6.1128CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED: 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:VERTICAL:HORIZONTAL:SCALE1501 Academy Ct.Ste. 203Fort Collins, CO 80524(970) 530-4044www.unitedcivil.comCivil Engineering &ConsultingPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVILDesign GroupLLC06.01.2227CWAVEHICLE CONTROL TRACKING PADNOT TO SCALECONCRETE WASHOUT AREANOT TO SCALE1C6.112C6.11VTCDANDY 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.4C6.115C6.11APPROVED:DATE:DRAWN BY:12/27/00NBJAPPROVED:DATE:DRAWN BY:01/03/01NBJROCK SOCK DETAILNOT TO SCALE3C6.11