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Home My WebLink AboutAPEX - HAVEN APARTMENTS - FDP210012 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSHIELDS STPROJECT SITE BALSAM LN JUNIPER LN BIRKY PL SHEELY DR WHITCOMB STPROSPECT RD HOBBIT ST PITKIN ST WALLENBERG DR LAKE ST MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = 400' 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:30:29 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C0.00 - COVER.DWGC0.00 - COVERKRBCDBC0.00 28COVER SHEETFINAL UTILITY PLANS FOR APEX-HAVEN APARTMENTS BEING A REPLAT OF LOTS 1 AND 2, THE SLAB PROPERTY, SITUATED IN THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO JUNE 2021 THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. KEVIN BRAZELTON, PE #38837 DATE SCALE: 1"= 400' CERTIFICATION STATEMENT DISCLAIMER STATEMENT VICINITY MAP OWNER / APPLICANT MAXIIIMO DEVELOPMENT GROUP 706 SOUTH COLLEGE AVENUE, SUITE 207 FORT COLLINS, CO 80524 PHONE: 970-566-2948 CONTACT: CHRISTIAN BACHELET CIVIL ENGINEER UNITED CIVIL DESIGN GROUP, LLC 1501 ACADEMY CT., STE 203 FORT COLLINS, CO 80524 PHONE: 970-530-4044 CONTACT: KEVIN BRAZELTON PLANNER/LANDSCAPE ARCHITECT RUSSELL+MILLS STUDIOS 141 SOUTH COLLEGE AVENUE, SUITE 104 FORT COLLINS, CO 80524 PHONE: 970-484-8855 CONTACT: SHELLEY LAMASTRA ARCHITECT alm2s 712 WHALERS WAY, B-100 FORT COLLINS, CO 80525 PHONE: 970-223-1820 CONTACT: IAN SHUFF PROJECT TEAM UTILITY PROVIDER CONTACT PHONE Water/Wastewater City of Fort Collins Utilities Wes Lamarque (970) 416-2418 Stormwater City of Fort Collins Utilities Wes Lamarque (970) 416-2418 Power City of Fort Collins Light & Power Cody Snowdon (970) 416-2306 Natural Gas Xcel Energy Stephanie Rich (970) 225-7828 Telecom Centurylink Robert Ruli (970) 490-7503 Cable Comcast Don Kapperman (970) 567-0245 Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of the information shown. UTILITY PROVIDERS C0.00 COVER SHEET C0.01-C0.02 GENERAL NOTES C1.00 EXISTING CONDITIONS & REMOVALS PLAN C2.00 HORIZONTAL CONTROL PLAN C2.01 PAVEMENT, SIGNING & STRIPING PLAN C3.00 OVERALL UTILITY PLAN C3.01 WATER PLAN C3.02 STORM SEWER PLAN & PROFILES C3.03 ROOF DRAIN PLAN C3.04 UNDERGROUND WATER QUALITY PLAN C4.00 OVERALL GRADING & EROSION CONTROL PLAN C4.01-C4.02 DETAILED GRADING PLANS C5.00 DRAINAGE PLAN C6.00-C6.11 CONSTRUCTION DETAILS TR101 TREE PROTECTION AND REMOVAL PLAN SHEET INDEX CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R PROJECT COORDINATES PROJECT DATUM: NAVD 88. BENCHMARK #1: CITY OF FORT COLLINS 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTRE AVENUE, ON A WATER VALVE PIT. ELEVATION: 5010.65 BENCHMARK #2: CITY OF FORT COLLINS 29-92 APPROXIMATE 300-FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS 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 UNADJUSTED DATUM (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) NOTE: 1.ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES.PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 1 City of Fort Collins, CO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER,APPROVED SHEETS DATE APPROVED: WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE APPROVED: STORMWATER UTILITY,APPROVED SHEETS DATE APPROVED: PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE APPROVED: TRAFFIC OPERATIONS,APPROVED SHEETS DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = ###' 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:30:29 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C0.00 - COVER.DWGC0.00 - COVERKRBCDBC0.01 28GENERAL NOTESPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002 GENERAL NOTES 1.All materials, workmanship, and construction of public improvements shall meet or exceed the Standards and Specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the local entity. 2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the local entity engineer. Use of these plans after the expiration date will require a new review and approval process by the local entity prior to commencement of any work shown in these plans. 4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the local entity, as beneficiary of 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 these plans 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 and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5.All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local entity standards and specifications current at the date of approval of the plans by the local entity engineer. 6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The developer shall be responsible for unknown 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, to have 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 that conflict with the proposed improvements shown on these plans. 8.The developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the local entity prior to beginning construction. 10.The developer shall coordinate and cooperate with the local entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a 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 the utility companies. 11.No work may commence within any public storm water, sanitary sewer or potable water system until the developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12.The developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed 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 Quality Control Division, (303) 692-3590), the storm water management plan, and the erosion control plan. 16.The local entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17.Prior to final inspection and acceptance by the local entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the storm 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 for single 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 building permits 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 for any damages or injuries sustained in this development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the local entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19.All recommendations of the final drainage and erosion control study entitled "Apex-Haven Apartments" prepared by United Civil Design Group LLC, and dated June 9, 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 by the developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21.The developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the local entity 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 the local 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 start of any earth disturbing activity, or construction on any and all public improvements. If the local entity engineer is not available after proper notice of construction activity has been provided, the developer may commence work in the engineers absence. However, the local entity reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24.The developer shall be responsible for obtaining soils tests within the public right-of-way after right-of-way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the developer 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 the inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the local entity engineer approves the final report. 25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the local entity inspector. The engineer or surveyor must certify in a letter to the local entity that these elevations conform to the approved 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 be allowed on the streets. 26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation 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 area mitigation regulations in force at the time of final plat approval. 29.Prior to the commencement of any construction, the contractor shall contact the local entity forester to schedule a site inspection for any tree removal 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 OSHA Publication 2226, Excavating and Trenching. 31.The developer shall submit a construction traffic control plan, in accordance with MUTCD, to the appropriate right-of-way authority. (local entity, county or state), for approval, prior to any construction activities within, or affecting, the right-of-way. The developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact local entity traffic operations department, who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be 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. In addition, the developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the development. 34.There shall be no site construction activities on Saturdays, unless specifically approved by the local entity engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the local entity. 35.The developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the designer for clarification, and annotate the dimension on the as-built record drawings. 37.The developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the developer shall contact the designer and the local entity engineer immediately. 39.The developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the local entity's inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the local entity engineer. GENERAL NOTES (CONTINUED) 40.The designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTRE AVENUE, ON A WATER VALVE PIT. ELEVATION: 5010.65 BENCHMARK #1: CITY OF FORT COLLINS 29-92 APPROXIMATE 300-FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS 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 UNADJUSTED DATUM (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, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the developer's expense, unless otherwise indicated 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 be documented by the local entity construction inspector before any cuts are made. Patching shall be done in accordance with the local entity street repair standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the local entity 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 grades and 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 minimum period 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 following private streets: none. 48.Approved variances are listed as follows: STREET IMPROVEMENTS NOTES 1.All street construction is subject to the General Notes on the Cover Sheet of these plans as well as the street improvements notes listed here. 2.A paving section design, signed and stamped by a Colorado licensed engineer, must be submitted to the local entity engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the local entity engineer 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 been inspected 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 be documented by the inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, reconstruction and repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the local entity engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in MUTCD (including Colorado supplement) and as per the right-of-way work permit traffic control plan. 8.The developer is required to perform a gutter water flow test in the presence of the local entity inspector and prior to installation of asphalt. Gutters that hold more than 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 is proposed) 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 base material 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 tires inflated 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 exhibits excessive pumping or deformation, as determined by the local entity engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The local entity engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be performed in the presence of an inspector. STORM DRAINAGE NOTES 1.All street, sanitary sewer, storm sewer and water construction shall conform to City Standards and Specifications current at date of execution of the Development Agreement pertaining to this development. Any construction occurring three years after the execution of the development agreement shall require re-examination of the plans 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 verify the existence and location of all underground utilities along the route of the work. Before commencing new construction, the contractor shall be responsible for locating unknown 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 for accuracy 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. The review 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 the construction 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 required before 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 June 9, 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 and approved 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 the release of a certificate of occupancy. Individual lot certification, elevation certification, or floodproofing certification, as specified in the development agreement, must be submitted 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 as prescribed by the development agreement associated with this development. Individual lot certification, elevation certification, or floodproofing certification, as specified in 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 Construction Dewatering 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 with Construction Activity. For more information contact the Colorado Department of Public Health and Environment, Water Quality Control Division, at 303-692-3500 or refer to 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 NOTES 1.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. The HDPE 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 with the 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 NOTES 1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the Local Entity Engineer prior to permanent installation of striping and symbols. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11.A field inspection of location and installation of all signs shall be performed by the Local Entity Engineer. All discrepancies identified during the field inspection must 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 Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S standards. All signage and striping shall fall under the requirements of the 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 GROUP06/09/2021U19031 1" = ###' 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:30:30 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C0.00 - COVER.DWGC0.00 - COVERKRBCDBC0.02 28GENERAL NOTESPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES General Erosion Control Requirements These 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 resolved by the more stringent requirement controlling. 1)The Property Owner, Owner's Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control Measures 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 Development Agreement, 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 the construction site. 4)The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before construction 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 includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for removal, relocation, or replacement in the course of construction. 6)At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activities associated 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, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current state and progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspections and site condition updates shall be made available upon request by the City. 9)All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but not limited 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 be responsible to comply with all of these aforementioned laws and regulations. 10)The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering, Clean Water Act, Army Corps of Engineers' 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits or copies shall be made available upon request by the City. 11)The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, 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 site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for any explanations, interpretations, or supplementary data provided by others. 13)All Control Measures shall be installed in accordance with the Manual. 14)The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority. 15)As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual. 16)Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction and 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 their release into any drainage way. 18)Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic. 19)Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures' details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineering and hydrological practices Land disturbance, Stockpiles, and Storage of Soils 20)There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved by the 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 the area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities 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 from leaving 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 times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation, and/or other permanent erosion control is installed. 24)No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented. 25)All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion 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 Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall be thoroughly cleaned out. 27)All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through the use 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 some form of effective sediment control as the, or as part of the, perimeter control. 29)All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through use of Control Measures. 30)No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project that is 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 or permanent erosion control can be performed. 31)All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification. Vehicle Tracking 32)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 at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities). 33)In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inlets located 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 any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shall 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 these sections 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 Operations 36)The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition that could impact water quality. Outdoor Storage or Construction Site Materials, Building Materials, Ferilizers, and Chemicals 37)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 and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways. 38)Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. Vehicle and equipment maintenance and fueling 39)Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close. Significant Dust or Particulate generating Process 40)The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment 41)All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall be implemented. These Control Measures shall be frequently cleaned out. 42)The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumping wash water on to the dirt or other uncontrolled locations. Dedicated Asphalt and concrete batch plants 43)Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site. Concrete Saw Cutting Materials 44)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 material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper and legal disposal. Waste Materials Storage and Sanitary Facilities 45)Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. 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 be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways. Other Site Operations and Potential Spill Areas 47)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 stormwater conveyance, 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 contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall be cleaned up immediately. 48)Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven to cause entrapment issues. Final stabilization and project completion 49)Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and before 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 days of final grading. 52)Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through 12-132 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 drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification. 55)All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnot produce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent erosion control can be performed. 56)The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%) vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction Control Measures. 57)The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All measures 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 been reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties. 3 HY DW C S S EGLOT 2 52,006 SF 8' UTILITY & DRAINAGE EASEMENT TO BE VACATED PROPERTY CORNER N:124065.44 E:191087.95 PROPERTY CORNER N:124064.42 E:191315.86 PROPERTY CORNER N:123835.74 E:191314.26 15' UTILITY & DRAINAGE EASEMENT 5' UTILITY & DRAINAGE EASEMENT 10' PUBLIC ACCESS EASEMENT 30' EMERGENCY VEHICLE, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT WEST PROSPECT ROAD (RIGHT-OF-WAY VARIES) EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN EXISTING DRAINAGE EASEMENT NON-VEHICULAR ACCESS PUBLIC EASEMENT EXISTING ELECTRICAL VAULT TO BE RELOCATED PORTION OF RETAINING WALL TO REMAIN RETAINING WALL TO BE REMOVED & RECONSTRUCTED WITH SITE IMPROVEMENTS RIGHT-OF-WAY EXISTING UNDERGROUND ELECTRICAL EXISTING UNDERGROUND ELECTRICAL EXISTING TV/CABLE VAULT TO BE RELOCATED EXISTING CURB STOP TO BE RELOCATED EXISTING WATER SERVICE TO BE RELOCATED EXISTING RETAINING WALL TO REMAIN EXITING TREE TO BE REMOVED (TYP.) (SEE NOTE 7) EXISTING DRY UTILITIES EXISTING 3 4" WATER SERVICE TO REMAIN EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING OUTLET PIPE TO BE REMOVED EXISTING STORM SEWER TO REMAIN FORT COLLINS LANDMARK ORDINANCE EXISTING POWER POLE TO REMAIN 10' DRAINAGE EASEMENT EXISTING SANITARY SEWER EXISTING STORM SEWER TO REMAIN REMOVE EXISTING GRAVEL AND GRASS PAVER MATERIAL REMOVE 180 LF EXISTING FENCE EXISTING CURB CHASE TO BE REMOVED PROPERTY BOUNDARY EXISTING APEX BUILDING SAWCUT AND REMOVE EXISTING PAVEMENT WITH UTILITY CONSTRUCTION EXISTING FENCE TO BE REMOVED/REPLACED (SEE LANDSCAPE PLANS) APPROXIMATE SEWER SERVICE CAPPED AT HOUSE (SEE NOTE 10) APPROXIMATE LOCATION OF EXISTING 3 4" WATER STUB SALVAGE AND REPLACE EXISTING FENCE AROUND DETENTION POND ABANDON EXISTING WATER SERVICE AT MAIN PER CITY STANDARDS EXISTING SEWER SERVICE TO BE RELINED EXISTING TREE TO REMAIN LIMITS OF DISTURBANCE PROPERTY 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 CORNER N:124076.59 E:191088.08 PROPERTY CORNER N:124079.38 E:190825.59 PROPERTY CORNER N:123841.14 E:190822.98 EXISTING PARKING LOT EXISTING HOUSE EXISTING CURB TO BE REMOVED EXISTING LOT LINE TO BE REMOVED WITH PLAT SAWCUT EXISTING CONCRETE EXISTING 10' MULTI-MODAL PUBLIC ACCESS EASEMENT EXISTING WATER METER TO REMAIN EXISTING 3/4" WATER SERVICE TO BE REMOVED EXISTING GAS SERVICE TO REMAIN EXISTING GRAVEL TO BE REMOVED EXISTING TREE TO REMAIN EXISTING TREE TO REMAIN MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = 20' 1" = N/AAPEX-HAVEN APARTMENTSNORTH6/9/202110:30:47 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C1.00 - EXISTING CONDITIONS AND REMOVALS PLAN.DWGC1.00 - EXISTING CONDITIONS AND REMOVALS PLANKRBCDBC1.00 28EXISTING CONDITIONS & REMOVALS PLAN0 20'40' SCALE: 1" = 20' 10'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 4 LOT LINE PROPERTY BOUNDARY RIGHT OF WAY EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCE REMOVE EXISTING CURB & GUTTER REMOVE EXISTING FENCE SAWCUT LINE REMOVE EXISTING UTILITY LINE REMOVE & PATCH EXISTING ASPHALT REMOVE EXISTING BUILDING REMOVE & REPLACE EXISTING CONCRETE REMOVE EXISTING TREE (SEE NOTE 7) REMOVE EXISTING UTILITY STRUCTURE LEGEND EXISTING EASEMENT TO BE VACATED NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3.ALL REPAIRS RELATED TO WEST PROSPECT ROAD IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 4.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 6.CONTRACTOR SHALL COORDINATE REMOVALS ASSOCIATED WITH THE EXISTING BUILDING WITH THE ARCHITECTURAL DRAWINGS. 7.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES AND OTHER PLANTINGS SHOWN ON THIS DEMOLITION PLAN WITH THE LANDSCAPE DRAWINGS. TREE REMOVAL SHALL BE BY A BUSINESS HOLDING A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE AND ON THE CITY BID LIST. A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE TREES ARE REMOVED. 8.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 9.CONTRACTOR SHALL NOTE THAT AN EXISTING GROUNDWATER WELL MAY BE PRESENT ONSITE. THE EXACT LOCATION OF THE EXISTING WELL IS UNKNOWN BUT IS ANTICIPATED TO BE LOCATED NORTH OF BUILDING 3. IF FOUND, THE CONTRACTOR SHALL REMOVE AND ABANDON THE EXISTING WELL PER STATE REQUIREMENTS. 10.THE EXISTING SANITARY SEWER TO THE WESTERN EXISTING HOUSE WAS REMOVED ON THE SITE, CAPPED AT THE HOUSE AND ABANDONED AT THE MAIN DURING THE CONSTRUCTION OF THE EXISTING DETENTION POND. UP UP UP UP RISER PROPERTY CORNER N:124065.44 E:191087.95 PROPERTY CORNER N:124064.42 E:191315.86 PROPERTY CORNER N:123835.74 E:191314.26 BUILDING CORNER N:123971.44 E:191235.81 BUILDING CORNER N:123929.31 E:191288.57 BUILDING CORNER N:124055.70 E:191289.57 BUILDING CORNER N:124056.70 E:191123.88 BUILDING CORNER N:124001.60 E:191122.88 10' SIDEWALK 14'12' 2' CURB CHANNEL 2' SIDEWALK CHASE 5' UTILITY & DRAINAGE EASEMENT 16' FL-EOP 26' FL-FL EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY & DRAINAGE EASEMENT 2' CURB CHANNEL 6' CONCRETE WALK LANDSCAPE WALL (SEE GRADING & LANDSCAPE PLANS) DRAINAGE EASEMENT NON-VEHICULAR PUBLIC ACCESS EASEMENT ADA SIDEWALK RAMPS PROPOSED RETAINING WALL (SEE NOTE 8) EXISTING SIDEWALK EMERGENCY ACCESS & PUBLIC ACCESS EASEMENT DRAINAGE EASEMENT FLUSH CURB 20' EOP-EOP FORT COLLINS LANDMARK ORDINANCE 26.2' 8.83' 25' 51' ROW 2' SIDEWALK CHASE 5' SIDEWALK CONNECT TO EXISTING SIDEWALK 15' UTILITY & DRAINAGE EASEMENT 7' ACCESS EASEMENT PAVEMENT PATCH PROPOSED CEDAR FENCE (SEE LANDSCAPE PLANS) PROPOSED CEDAR FENCE (SEE LANDSCAPE PLANS) TRASH ENCLOSURE (SEE ARCH. PLANS) 4.5' SIDEWALK 6' SIDEWALK 6' SIDEWALKCONNECT TO EXISTING SIDEWALK 30' EMERGENCY ACCESS, NON-VEHICULAR PUBLIC ACCESS, UTILITY & DRAINAGE EASEMENT EXISTING MULTI-MODAL PUBLIC ACCESS EASEMENT (SEE PLAT) PROPERTY CORNER N:123841.14 E:190822.98 PROPERTY CORNER N:124079.38 E:190825.59 PROPERTY CORNER N:124076.59 E:191088.08 EXISTING RESIDENCE (BUILDING 2) EXISTING RESIDENCE (BUILDING 3) PROPOSED APARTMENTS (BUILDING 1) WEST PROSPECT ROAD (RIGHT-OF-WAY VARIES) EXISTING APEX BUILDING EXISTING PARKING AREA BIORETENTION POND DOG POCKET PARK BICYCLE PARKING 6" CURB HEAD PROPOSED 3' CONCRETE PANN0° 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' BUILDING CORNER N:124001.60 E:191215.65 PROPERTY BOUNDARY EXISTING RESIDENCE INFILL CENTER MEDIAN W/ CONCRETE EXTEND CONCRETE PAVEMENT 4' RECONSTRUCT EXISTING CURB ADA RAMP DRAINAGE SWALE DETENTION POND WALLS WITH IMPERMEABLE LINER (SEE DETAILS & NOTE 8) EMERGENCY OVERFLOW 8' UTILITY & DRAINAGE EASEMENT GRATED PLATE OVER CURB CHANNEL SEATWALL (SEE LANDSCAPE PLANS) TYPE 3 BARRICADE 2'1' 2' 1' ADA RAMP 2' CURB CUT L1 C1 L2C2 L3C3L4C4L5C5 L6L7L8 C6 C7 L9 C8 C9 L10 L11L12C10 L13 C11 C12 C13 C14 L14 L15C15 L16 L17L18 C16 L19C17 L20C18 L21C19 Curve Table CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 DELTA 47°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" RADIUS 20.00' 20.00' 25.00' 51.00' 2.00' 2.00' 25.00' 8.00' 5.00' 1.92' 2.00' 44.00' 2.00' LENGTH 16.68' 7.21' 19.95' 25.82' 3.14' 3.42' 35.77' 7.55' 1.97' 4.42' 4.45' 18.30' 5.31' BEARING N66°45'48"E N32°32'54"E N07°23'21"W N15°45'06"W N45°00'00"W N40°59'39"E N49°00'21"W S62°58'18"W S47°13'14"W S23°14'12"E N26°54'33"E N24°55'31"W N89°07'25"W CHORD 16.20' 7.17' 19.43' 25.54' 2.83' 3.02' 32.80' 7.27' 1.96' 3.50' 3.59' 18.17' 3.88' PROPOSED DETENTION POND CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING RETAINING WALL PARKING BLOCK (TYP) BICYCLE PARKING AND CURB (SEE LANDSCAPE PLANS) DOG POCKET PARK (SEE LANDSCAPE PLANS) 6" SPILL CURB 6" CATCH CURB 6" SPILL CURB 2' CURB CHANNEL 6" MONOLITHIC CURB TC TC TC 2' SIDEWALK CHASE DOWEL CONNECTION BETWEEN EXISTING AND PROPOSED CONCRETE PAVING DOWEL CONNECTION BETWEEN EXISTING AND PROPOSED CONCRETE PAVING (SEE DETAILS) DOWEL CONNECTION BETWEEN EXISTING AND PROPOSED CONCRETE PAVING R1'R1' 7.67' 10.6' PROPOSED RETAINING WALL (SEE LANDSCAPE PLANS) WALL CORNER N:124003.72 E:191056.86 WALL CORNER N:123995.69 E:191067.39 L22L23Line Table LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 LENGTH 7.11' 10.01' 2.36' 37.84' 10.61' 13.00' 32.00' 12.78' 50.20' 1.89' 73.79' 3.66' 18.52' BEARING S89°55'26.48"E N42°52'07.63"E N18°51'03.15"E N30°15'09.84"W N00°03'56.12"W N90°00'00.00"W N00°00'00.00"E N90°00'00.00"E N90°00'00.00"W S58°29'51.28"W N00°00'00.00"E S42°52'07.63"W S89°20'31.03"E TC TC FLUSH CURB 2' 2' FLUSH CURB 6" CURB 6" CURB Curve Table CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 DELTA 47°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" RADIUS 20.00' 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' LENGTH 16.68' 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' BEARING N66°45'48"E N32°32'54"E N07°23'21"W N15°45'06"W N45°00'00"W N40°59'39"E N49°00'21"W S62°58'18"W S47°13'14"W S23°14'12"E N26°54'33"E N24°55'31"W N89°07'25"W S28°48'57"W S45°00'00"E S45°00'00"W S15°07'35"E S18°25'22"E S47°59'34"E CHORD 16.20' 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 Table LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 LENGTH 7.11' 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' BEARING S89°55'26.48"E N42°52'07.63"E N18°51'03.15"E N30°15'09.84"W N00°03'56.12"W N90°00'00.00"W N00°00'00.00"E N90°00'00.00"E N90°00'00.00"W S58°29'51.28"W N00°00'00.00"E S42°52'07.63"W S89°20'31.03"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"E S00°00'00.00"E N90°00'00.00"W S00°00'00.00"E S30°15'09.84"E S06°35'33.75"E N29°04'22.98"E N00°37'45.81"E MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = 20' 1" = N/AAPEX-HAVEN APARTMENTSNORTH6/9/202110:30:59 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C2.00 - HORIZONTAL CONTROL PLAN.DWGC2.00 - HORIZONTAL CONTROL PLANKRBCDBC2.00 28HORIZONTAL CONTROL PLAN0 20'40' SCALE: 1" = 20' 10'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC GRATED PLATE FENCE PARKING BLOCK CONCRETE PAN SIGN PARKING STALL STRIPING HANDICAP PARKING STALL DETECTABLE WARNING BOLLARDS ASPHALT PAVEMENT CONCRETE PAVEMENT LIGHT POLE TC TRANSITION CURB FROM CATCH TO SPILL CURB LEGEND BREEZE BIORETENTION MEDIA COLORED CONCRETE PAVEMENT (PEDESTRIAN ZONE) EXISTING CONCRETE PAVEMENT CATCH CURB & GUTTER FLUSH CURB & GUTTER EROSION CONTROL MATTING (TRM) NOTES 1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, TRASH RECEPTACLES, LANDSCAPE WALL CONSTRUCTION DETAILS, COLORED AND SCORED CONCRETE, LANDSCAPE ROCK AND MULCH, ETC. 4.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE. 5.LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 6.CURB AND GUTTER ALONG WEST PROSPECT TO BE RECONSTRUCTED SHALL BE RECONSTRUCTED USING THE EXISTING CURB SECTION INCLUDING EDGE OF PAVEMENT LOCATION, DEPTH OF GUTTER AND HEIGHT OF CURB. 7.REFER TO SHEET C2.01 FOR PAVEMENT, SIGNING & STRIPING PLAN. 8.REFER TO THE LANDSCAPE PLANS FOR PROPOSED RETAINING WALL MATERIALS AND REQUIREMENTS. REFER TO SHEET C4.01 FOR GRADING INFORMATION ON THE WALL. 5 R17.5' R10' UP UP UP UP RISER DELIVERYRIDESHAREPARKINGONLYDELIVERYRIDESHAREPARKINGONLYPERMIT4PERMIT3PERMIT2PERMIT13-POINT TURN ONE WAY ON E W A Y AROUND AREA S PROPERTY CORNER N:124065.44 E:191087.95 PROPERTY CORNER N:124064.42 E:191315.86 PROPERTY CORNER N:123835.74 E:191314.26 17' (TYP) 9' (TYP) 15' (TYP) 8' (TYP) 14' 12' 16' FL-EOP 26' FL-FL EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY & DRAINAGE EASEMENT 6' CONCRETE WALK 20' EOP-EOP 51' ROW PAVEMENT PATCH TRASH ENCLOSURE (SEE ARCH. PLANS) 'NO PARKING | TURN AROUND' SIGN EXISTING MULTI-MODAL PUBLIC ACCESS EASEMENT (SEE PLAT) PROPERTY CORNER N:123841.14 E:190822.98 PROPERTY CORNER N:124079.38 E:190825.59 PROPERTY CORNER N:124076.59 E:191088.08 EXISTING RESIDENCE (BUILDING 2) EXISTING RESIDENCE (BUILDING 3) PROPOSED APARTMENTS (BUILDING 1) WEST PROSPECT ROAD (RIGHT-OF-WAY VARIES) EXISTING APEX BUILDING EXISTING PARKING AREA BIORETENTION POND DOG POCKET PARK BICYCLE PARKING PROPOSED DETENTION POND PROPERTY BOUNDARY EXISTING RESIDENCE INFILL CENTER MEDIAN W/ CONCRETE EXTEND CONCRETE PAVEMENT 4' ADA 'RESERVED PARKING' SIGN 8' UTILITY & DRAINAGE EASEMENT 5' 8' TYPE 3 BARRICADE 'VEHICLES STOP & YIELD TO PEDESTRIANS AND CYCLISTS' SIGN REPLACE 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 ABOVE R3-5R "RIGHT TURN ONLY" SIGN 'DELIVERY RIDE SHARE PARKING' SIGN 'FIRE LANE' SIGN ON LIGHT POLE 'FIRE LANE' SIGN 'FIRE LANE' SIGN 4" WHITE STRIPING (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 PARKING SYMBOLS (TYP.) RIGHT TURN & "ONLY" SYMBOLS PROPOSED RETAINING WALL 6" CURB MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = 20' 1" = N/AAPEX-HAVEN APARTMENTSNORTH6/9/202110:31:11 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C2.01 - PAVEMENT, SIGNING AND STRIPING PLAN.DWGC2.01 - PAVEMENT, SIGNING AND STRIPING PLANKRBCDBC2.01 28PAVEMENT, SIGNING & STRIPING PLAN0 20'40' SCALE: 1" = 20' 10'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC INFLOW CURB & GUTTER OUTFLOW CURB & GUTTER GRATED PLATE FENCE PARKING BLOCK CONCRETE PAN SIGN PARKING STALL STRIPING HANDICAP PARKING STALL DETECTABLE WARNING BOLLARDS ASPHALT PAVEMENT CONCRETE PAVEMENT LIGHT POLE TC TRANSITION CURB FROM INFLOW TO OUTFLOW CURB LEGEND BREEZE BIORETENTION MEDIA COLORED CONCRETE PAVEMENT (PEDESTRIAN ZONE) EXISTING CONCRETE PAVEMENT HEAVY DUTY PAVEMENT SECTION (SEE NOTE 6) SITE NOTES 1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, TRASH RECEPTACLES, LANDSCAPE WALL CONSTRUCTION DETAILS, COLORED AND SCORED CONCRETE, LANDSCAPE ROCK AND MULCH, ETC. 4.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE. 5.LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE 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 PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 1.ALL SYMBOLS, INCLUDING CROSSWALKS, STOP BARS, TURN ARROWS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 3.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 4.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 5.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 6.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 7.FLEXIBLE DELINEATORS AND STREET SIGNS WITHIN THE CONCRETE ISLAND SHALL HAVE SLEEVES PLACED PRIOR TO CONCRETE CONSTRUCTION. CONTACT TRAFFIC OPERATIONS AT 970-221-6792 TO COORDINATE THE LOCATION OF SLEEVES PRIOR TO CONCRETE CONSTRUCTION. SIGNING & STRIPING NOTES 6 UP UP UP UP RISER HY DW S EGEXISTING RESIDENCE (BUILDING 2) EXISTING RESIDENCE (BUILDING 3) PROPOSED APARTMENTS (BUILDING 1) 15' UTILITY & DRAINAGE EASEMENT 5' UTILITY & DRAINAGE EASEMENT WEST PROSPECT ROAD (RIGHT-OF-WAY VARIES) EXISTING APEX BUILDING EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY & DRAINAGE EASEMENT BIORETENTION POND EXISTING DRAINAGE EASEMENT NON-VEHICULAR ACCESS PUBLIC EASEMENT EXISTING RETAINING WALL UNDERGROUND WATER QUALITY CHAMBERS POND OUTLET STRUCTURE DRAIN BASIN 5' TYPE R INLET POND OUTLET STRUCTURE OUTLET PIPE TO WEST PROSPECT CURB CHANNEL EXISTING UNDERGROUND ELECTRICAL EXISTING UNDERGROUND ELECTRICAL RECONSTRUCTED 3 4" WATER SERVICE EXISTING GAS SERVICE EXISTING 3 4" WATER SERVICE 51' ROW EXISTING STORM SEWER EXISTING 8" SANITARY SEWER MAIN CONNECT TO EXISTING 6" SANITARY SEWER SERVICE INV. = 5021.2 (TO BE VERIFIED) 3" WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION (FDC) (SEE ARCH. PLANS) 3" DOMESTIC SERVICE6" FIRE SERVICE FORT COLLINS LANDMARK ORDINANCE APPROXIMATE LOCATION OF EXISTING 8" DIP WATER MAIN PROPERTY CORNER N:124065.44 E:191087.95 PROPERTY CORNER N:124064.42 E:191315.86 PROPERTY CORNER N:123835.74 E:191314.26 EXISTING STORM SEWER LIGHT POLE (TYP.) (SEE ELEC. PLANS) APPROXIMATE LOCATION OF EXISTING 3 4" WATER STUB TO BE USED FOR IRRIGATION PROPOSED 4" SEWER SERVICE RELINE EXISTING 4" SANITARY SERVICE RELOCATED CURB STOP CONNECT TO EXISTING WATER MAIN (VERIFY LOCATION OF MAIN) PROPOSED ROOF DRAIN DETENTION POND EXISTING INLET FORE-BAY PROPERTY CORNER N:123841.14 E:190822.93 PROPERTY CORNER N:124079.38 E:190825.55 PROPERTY CORNER N:124076.59 E:191088.08 ROOF DRAIN SYSTEM PROPERTY BOUNDARY EXISTING RESIDENCE DRAINAGE EASEMENT EMERGENCY ACCESS & PUBLIC ACCESS EASEMENT PROPOSED ROOF DRAIN PROPOSED GAS SERVICE EX MH INV. IN=5022.20 (S) INV. IN=5021.59 (SW) INV. OUT=5021.39 (N) RIM=5028.02 CONNECT TO BLDG SERVICE INV. =5023.88 N: 123940.78 E: 191142.07 90° BEND INV. =5023.44 FG=5028.29 N: 123940.78 E: 191120.21 45° BEND INV. =5022.85 FG=5028.08 N: 123970.36 E: 191120.21 45° BEND INV. =5022.49 FG=5027.93 N: 123983.00 E: 191107.58 14.5 LF 4" PVC @ 2.00% 17.9 LF 4" PVC @ 2.00% 29.6 LF 4" PVC @ 2.00% 21.9 LF 4" PVC @ 2.00% CORE-DRILL EXISTING MANHOLE PROPOSED TRANSFORMER (SEE NOTE 14) PROPOSED GAS METER LOCATION CONNECT TO ELECTRIC METERS (SEE ARCH. PLANS) PROPOSED PRIMARY ELECTRIC (SEE NOTE 13) EXISTING GAS METER (COORDINATE CONNECTION TO PROPOSED SERVICE) 1.5" DOMESTIC SERVICE EXISTING ELECTRICAL VAULT TO BE RELOCATED EXISTING TV/CABLE VAULT TO BE RELOCATED 3/4" IRRIGATION LINE (SEE IRRIGATION PLANS)MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = 20' 1" = N/AAPEX-HAVEN APARTMENTSNORTH6/9/202110:31:24 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C3.00 - OVERALL UTILITY PLAN.DWGC3.00 - OVERALL UTILITY PLANKRBCDBC3.00 28OVERALL UTILITY PLAN0 20'40' SCALE: 1" = 20' 10'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 7 CABLE TV LINE ELECTRIC LINE OVERHEAD ELECTRIC LINE FIBER OPTIC LINE GAS LINE ABANDONED GAS LINE G GAS METER IRRIGATION LINE SANITARY MANHOLE SANITARY MAIN SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE TELEPHONE LINE OVERHEAD TELEPHONE LINE UTILITY POLE AND GUY WIRES FIRE DEPARTMENT CONNECTION FIRE HYDRANT FIRELINE WATER FITTINGS WATER MAIN WATER SERVICE WATER METER DRY UTILITY CONDUIT DS THRUST BLOCK GATE VALVE FIBER, GAS, ELECTRIC, OR TELEPHONE PEDESTAL LEGEND NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 4.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 5.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, 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 SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 8.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 9.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 10.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES LARGER THAN 1-1/2" MAY BE EITHER TYPE K COPPER, SDR 9 HDPE PIPE WITH A PRESSURE RATING OF 200 PSI OR DUCTILE IRON PIPE WITH A PRESSURE RATING OF 200 PSI. 11.REFER TO SHEET C3.01-C3.04 FOR DETAILED DESIGNS OF DOMESTIC AND FIRE WATER SERVICES, ROOF DRAINS, STORM SEWERS, AND UNDERGROUND DETENTION. 12.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED 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 LINES FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMERS, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 14.ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER AND LOCATION OF SECONDARY LINE WITH APPROVED ARCHITECTURAL PLANS. 15.GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. THE COST OF ALL THE MAIN AND SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UP UP RISER W S EXISTING RESIDENCE (BUILDING 2) EXISTING RESIDENCE (BUILDING 3) 15' UTILITY & DRAINAGE EASEMENT 5' UTILITY & DRAINAGE EASEMENT WEST PROSPECT ROAD (RIGHT-OF-WAY VARIES) BIORETENTION POND EXISTING DRAINAGE EASEMENT PROPOSED RETAINING WALL POND OUTLET STRUCTURE EXISTING UNDERGROUND ELECTRICAL EXISTING GAS SERVICE EXISTING 3 4" WATER SERVICE FIRE DEPARTMENT CONNECTION (FDC). SEE ARCH. PLANS. 6" FIRE SERVICE PROPERTY CORNER N:123835.74 E:191314.26 APPROXIMATE LOCATION OF EXISTING 3 4" WATER STUB TO BE USED FOR IRRIGATION PROPOSED 4" SEWER SERVICE PROPOSED ROOF DRAIN DETENTION POND EXISTING RESIDENCE DRAINAGE EASEMENT EMERGENCY ACCESS & PUBLIC ACCESS EASEMENT PROPOSED ROOF DRAIN 8"x 6" WET TAP W/ T.B. 6" GATE VALVE (N) N:123797.58 E:191228.72 CONNECT 3/4" SERVICE TO 8" MAIN N:123797.50 E:191238.71 8"x 4" WET TAP W/ T.B. 4" GATE VALVE (N) CONNECT 4"x 3" REDUCER TO NORTH END OF GATE VALVE N:123797.25 E:191258.77 8"x 6" WET TAP W/ T.B. 6" GATE VALVE (N) N:123797.14 E:191268.77 FIRE HYDRANT ASSEMBLY N:123828.15 E:191269.11 3" WATER METER VAULT N:123847.94 (CENTER) E:191259.27 (CENTER) UTILITY CROSSING RELOCATED CURB STOP N:123820.57 E:191238.72 UTILITY CROSSING 8" HDPE INV. = 5020.50 3/4" WATER SERVICE = 5018.61 6" 22.5° BEND N0°00'00.00"E63.25'N22° 30 ' 00 .00"W 38 .16 'N0°00'00.00"E83.52'N90°00'00.00"E 21.90' EXISTING UNDERGROUND ELECTRICAL 6" 22.5° BEND 6" 90° BEND CONNECT TO BLDG SERVICE N:123979.60 E:191236.01 UTILITY CROSSING 6" HDPE INV. = 5024.4 3" WATER SERVICE = 5022.9 UTILITY CROSSING 6" HDPE INV. ~ 5023.5 6" FIRE SERVICE TOP = 5022.0 3" WATER SERVICE = 5022.0 CONNECT TO BLDG SERVICE N:123969.60 E:191253.23 N0°32'22.50"E50.81'N22° 30 ' 00 .00"W 27 .63 'N0°00'00.00"E43.41'N45°00'00.00"E37.48'N45° 00' 00.00"E 3.70' CONNECT TO EXISTING 3/4" SERVICE N:123879.74 E:191254.06 N0°00'00.00"E23.10'N0°00'00.00"E49.13'N45°00'00.00"E 14.16' RECONSTRUCTED 3/4" DOMESTIC SERVICE N89° 59' 36.89"E 5.34' UTILITY CROSSINGS (TYP. FOR ALL PROPOSED WATERLINES IN PROSPECT ROAD) UTILITY CROSSING UTILITY CROSSINGS (TYP. FOR ALL PROPOSED WATERLINES IN PROSPECT ROAD) N0°37'45.81"E 31.01' UTILITY CROSSING 8" HDPE INV. = 5020.52 6" FIRE SERVICE TOP = 5018.72 UTILITY CROSSING 8" HDPE INV. = 5020.46 3" WATER SERVICE = 5018.51 6" SANITARY INV. = 5015.21 3" DOMESTIC SERVICE N0° 00' 00.00"E 6.25' N59° 44' 32.98"W 34.22' EXISTING 3/4" WATER METER N:123896.05 E:191135.94 N1° 18' 29.59"E 46.21'N78° 45' 00.00"E 4.98' RECONSTRUCTED 3/4" WATER SERVICE N1° 18' 29.59"E 5.00' CONNECT TO BLDG SERVICE N:123948.22 E:191141.98 UTILITY CROSSING 1.5" WATER SERVICE = 5022.3 4" SANITARY INV. = 5023.8 UPSIZE TO 1.5" SERVICE 5' BEYOND METER N:123901.05 E:191136.05 PROPOSED 1.5' DOMESTIC SERVICE 3" DOMESTIC SERVICE 3/4" IRRIGATION LINE (SEE IRRIGATION PLANS) S45° 00' 00.00"E 4.96' N90° 00' 00.00"E 1.60' 3/4" IRRIGATION TAP N:123966.98 E:191245.62 MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = 10' 1" = N/AAPEX-HAVEN APARTMENTSNORTH6/9/202110:31:40 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C3.01 - WATER PLAN.DWGC3.01 - WATER PLANKRBCDBC3.01 28WATER PLAN0 10'20' SCALE: 1" = 10' 5'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 8 CABLE TV LINE ELECTRIC LINE OVERHEAD ELECTRIC LINE FIBER OPTIC LINE GAS LINE ABANDONED GAS LINE G GAS METER IRRIGATION LINE SANITARY MANHOLE SANITARY MAIN SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE TELEPHONE LINE OVERHEAD TELEPHONE LINE UTILITY POLE AND GUY WIRES FIRE DEPARTMENT CONNECTION FIRE HYDRANT FIRELINE WATER FITTINGS WATER MAIN WATER SERVICE WATER METER DRY UTILITY CONDUIT DS THRUST BLOCK GATE VALVE FIBER, GAS, ELECTRIC, OR TELEPHONE PEDESTAL LEGEND NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 4.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 5.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, 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 SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 8.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 9.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 10.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES LARGER THAN 1-1/2" MAY BE EITHER TYPE K COPPER, SDR 9 HDPE PIPE WITH A PRESSURE RATING OF 200 PSI OR DUCTILE IRON PIPE WITH A PRESSURE RATING OF 200 PSI. 5010 5015 5020 5025 5030 5010 5015 5020 5025 5030 9+7510+0010+5011+0011+5011+75 INLET 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+59.24RIM 5023.7±INV. IN 5020.38 (N)INV. OUT 5020.38 (E)30'' DRAIN BASIN 1-2STA: 10+30.63RIM 5023.7±INV. IN 5020.32 (W)INV. IN 5020.32 (N)INV. OUT 5020.32 (S)STA: 11+16.646" FIRE SERVICEBOP = 5018.22STA.=10+98.17EXISTING ELEC.ELEV.= 5022.01STA: 10+97.426" SANITARY SERVICEINV. ~ 5015.21STA: 11+06.293/4" WATER SERVICEELEV = 5018.61STA: 10+96.673" WATER SERVICEELEV = 5018.5118" MIN.OUTFALL 1-1STA: 10+00.00INV. 5020.24STA.=11+21.75EXISTING ELEC.ELEV.= 5022.10PROPOSED GROUND EXISTING GROUND 40.5 LF 8" HDPE @ 0.25%45.7 LF 8" HDPE @ 0.25% 13.0 LF 8" HDPE @ 0.23% 7.7 LF 8" HDPE @ 0.20% 3.3 LF 8" HDPE @ 0.20% 100-YR HGL 25.3 LF 8" HDPE @ 0.20%TEE 1-3 (8''X6'')STA: 10+33.90INV. 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' CONCRETE ENCASEMENT (SEE NOTE 11) 30.6 LF 8" HDPE @ 0.25% 6" PUBLIC SIDEWALK UP EXISTING RESIDENCE (BUILDING 2) 15' UTILITY & DRAINAGE EASEMENT 5' UTILITY & DRAINAGE EASEMENT WEST PROSPECT ROAD (RIGHT-OF-WAY VARIES) BIORETENTION POND ROOF DRAIN SYSTEM (SEE SHEET C3.03) UNDERGROUND WATER QUALITY CHAMBERS (SEE SHEET C3.04) EXISTING UNDERGROUND ELECTRICAL EXISTING UNDERGROUND ELECTRICAL 3" DOMESTIC SERVICE6" FIRE SERVICE DETENTION POND EXISTING RESIDENCE 9+7510+0011+00 11+7 5 INLET 1-7 (5' TYPE R) STA 11+25.68 N: 123853.89 E: 191220.15 DRAIN BASIN 1-5 (12'' W/ SOLID LID) STA 10+66.97 N: 123856.93 E: 191274.49 DRAIN BASIN 1-4 (12'' W/ SOLID LID) STA 10+59.24 N: 123849.20 E: 191274.47 30'' DRAIN BASIN 1-2 STA 10+30.63 N: 123847.86 E: 191303.04 OUTLET STRUCTURE 1-8 STA 11+66.14 N: 123848.32 E: 191180.08 OUTFALL 1-1 STA 10+00.00 N: 123817.33 E: 191300.52 30.6 LF 8" STORM 3.3 LF 8" STORM 7.7 LF 8" STORM 13.0 LF 8" STORM 45.7 LF 8" STOR M 40.5 LF 8" ST O R M RECONCSTRUCTED RETAINING WALL EXISTING 4" SANITARY SERVICE ROOF DRAIN SYSTEM (SEE SHEET C3.03) DRAIN BASIN 1-6 (12'' W/ SOLID LID) STA 10+80.01 N: 123865.19 E: 191264.41 25.3 LF 8" STORM TEE 1-3 (8''x6'') STA 10+33.90 N: 123848.02 E: 191299.78 EXISTING RESIDENCE (BUILDING 3) TBC EL = 5024.10 N = 123851.99 E = 191223.19 TBC EL = 5024.37 N = 123857.46 E = 191220.00 UPEXISTING RESIDENCE (BUILDING 3)DETENTION POND EXISTING RESIDENCE STORM LINE 1 (SEE THIS SHEET FOR PROFILE) STORM LINE 3 (SEE DESIGN INFORMATION ON SHEET C3.04) ROOF DRAIN SYSTEM (SEE SHEET C3.03 ROOF DRAIN SYSTEM (SEE SHEET C3.03) 3.7 LF 8" STORM BEND 1-2.4 (22.5°) STA 10+03.70 N: 123863.64 E: 191303.17 30'' DRAIN BASIN 1-2.3 STA 10+31.11 N: 123859.95 E: 191303.13 13.1 LF 8" STORM BEND 1-2.5 (22.5°) STA 10+16.81 N: 123875.76 E: 191298.15 26.7 LF 8" STORM BEND 1-2.6 (22.5°) STA 10+43.54 N: 123902.48 E: 191298.45 9.7 LF 8" STORM OUTLET STRUCTURE 1-2.7 STA 10+53.23 N: 123911.22 E: 191294.24 9+7510+00 10+7 8 5015 5020 5025 5030 5035 5015 5020 5025 5030 5035 9+7510+0010+5010+75 EXISTING GROUND PROPOSED GROUNDOUTLET STRUCTURE 1-2.7STA: 10+53.23INV. IN 5020.73 (N)INV. OUT 5020.48 (SE)BEND 1-2.6 (22.5°)STA: 10+43.54INV. 5020.46BEND 1-2.5 (22.5°)STA: 10+16.81INV. 5020.39BEND 1-2.4 (22.5°)STA: 10+03.70INV. 5020.3630'' DRAIN BASIN 1-2.3STA: 10+31.11RIM 5023.9±INV. IN 5020.35 (N)INV. IN 5020.35 (W)INV. OUT 5020.35 (S)9.7 LF 8" HDPE @ 0.25% 26.7 LF 8" HDPE @ 0.25% 13.1 LF 8" HDPE @ 0.25% 3.7 LF 8" HDPE @ 0.25% 100-YR HGL STA: 10+12.57GAS SERVICEELEV. =5019.64MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = 20' 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:32:04 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C3.01 - STORM PLAN AND PROFILES.DWGC3.01 - STORM PLAN AND PROFILESKRBCDBC3.02 28STORM SEWER PLAN & PROFILES0 20'40' SCALE: 1" = 20' 10'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 9 CABLE TV LINE ELECTRIC LINE OVERHEAD ELECTRIC LINE FIBER OPTIC LINE GAS LINE ABANDONED GAS LINE G GAS METER IRRIGATION LINE SANITARY MANHOLE SANITARY MAIN SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE TELEPHONE LINE OVERHEAD TELEPHONE LINE UTILITY POLE AND GUY WIRES FIRE DEPARTMENT CONNECTION FIRE HYDRANT FIRELINE WATER FITTINGS WATER MAIN WATER SERVICE WATER METER DRY UTILITY CONDUIT DS THRUST BLOCK GATE VALVE FIBER, GAS, ELECTRIC, OR TELEPHONE PEDESTAL LEGEND NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 4.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 5.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STORM DRAINAGE CRITERIA. 6.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES AND INCLUDE LAY LENGTH OF FLARED END SECTIONS UNLESS OTHERWISE NOTED. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 8.STORM SEWER MAINS OR ROOF DRAINS SHOWN ON THESE DRAWINGS AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BE WATERTIGHT ADS-N12 OR APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE PIPE. 9.DRAIN BASIN 1-2 SHALL INCLUDE AN OVERFLOW WEIR AND 12" SOLID LID. REFER TO SHEET C3.04 FOR MORE INFORMATION ON WEIR REQUIREMENTS. 10.TEE 1-3 SHALL BE A MANUFACTURED TEE WITH MATCHING INVERTS. 11.CONCRETE ENCASE THE 8-INCH STORM SEWER OUTLET TO WEST PROSPECT ROAD AS SHOWN AND COORDINATE ENCASEMENT WITH THE CONSTRUCTION OF THE PROPOSED SIDEWALK CONSTRUCTION OVER THE STORM PIPE.NORTHNORTH UP UP UP UP RISER S EXISTING RESIDENCE (BUILDING 2) EXISTING RESIDENCE (BUILDING 3) PROPOSED APARTMENTS (BUILDING 1) 5' UTILITY & DRAINAGE EASEMENT BIORETENTION POND EXISTING DRAINAGE EASEMENT 3" DOMESTIC SERVICE 6" FIRE SERVICE FORT COLLINS LANDMARK ORDINANCE PROPERTY CORNER N:124064.42 E:191315.86 PROPOSED ROOF DRAIN DETENTION POND EXISTING RESIDENCE CONNECT TO DOWNSPOUT INV.=5024.26 FG=5027.04 N: 124039.83 E: 191123.58 BEND 3-10 (45°) INV. =5024.21 FG=5026.63 N: 124033.54 E: 191117.29 BEND 3-9 (90°) INV. =5024.00 FG=5028.02 N: 123990.24 E: 191117.29 TEE 3-8 (8''x6'') INV. IN=5023.96 (W) INV. IN=5024.01 (N) INV. OUT=5023.96 (E) FG=5027.87 N: 123990.24 E: 191123.94 TEE 3-7 (8''x6'') INV. IN=5023.81 (W) INV. IN=5023.89 (N) INV. OUT=5023.81 (E) FG=5027.47 N: 123990.24 E: 191154.26 DRAIN BASIN 3-6 (12'' W/ SOLID LID) INV. IN=5023.58 (W) INV. IN=5023.58 (E) INV. OUT=5023.38 (S) FG=5026.85 N: 123990.24 E: 191201.22 TEE 3-5 (8''x6'') INV. IN=5023.07 (N) INV. IN=5023.15 (E) INV. OUT=5023.07 (S) FG=5026.29 N: 123929.68 E: 191201.22 BEND 3-4 (90°) INV. =5022.93 FG=5026.34 N: 123901.62 E: 191201.22 BEND 3-3 (22.5°) INV. =5022.79 FG=5026.58 N: 123901.62 E: 191172.41 BEND 3-2 (45°) INV. =5022.75 FG=5026.09 N: 123898.92 E: 191165.89 FORE-BAY 3-1 INV.=5022.68 N: 123885.15 E: 191160.18 14.9 LF 8" 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 LF 8" HDPE @ 0.50% 43.3 LF 8" HDPE @ 0.50% 8.9 LF 8" HDPE @ 0.50% CONNECT TO DOWNSPOUT INV. OUT=5022.12 (NE) FG=5026.37 N: 124057.36 E: 191169.46 BEND 2-12 (45°) INV. IN=5022.09 (SW) INV. OUT=5022.09 (E) FG=5025.03 N: 124062.05 E: 191174.15 TEE 2-11 (8''x6'') INV. IN=5021.88 (W) INV. IN=5021.96 (S) INV. OUT=5021.88 (E) FG=5025.01 N: 124061.87 E: 191215.22 TEE 2-10 (8''x6'') INV. IN=5021.87 (W) INV. IN=5021.95 (S) INV. OUT=5021.87 (E) FG=5025.02 N: 124061.86 E: 191217.31 TEE 2-9 (8''x6'') INV. IN=5021.64 (W) INV. IN=5021.69 (S) INV. OUT=5021.64 (E) FG=5024.00 N: 124061.65 E: 191263.81 OUTLET STRUCTURE 1-2.7 INV. IN=5020.73 (N) INV. OUT=5020.48 (SE) FG=5022.74 N: 123911.22 E: 191294.24 BEND 2-8 (90 °) INV. IN=5021.48 (W) INV. OUT=5021.48 (S) FG=5024.19 N: 124061.51 E: 191295.81 TEE 2-7 (8''x6'') INV. IN=5021.44 (N) INV. IN=5021.52 (W) INV. OUT=5021.44 (S) FG=5025.09 N: 124054.64 E: 191295.81 TEE 2-6 (8''x6'') INV. IN=5021.24 (N) INV. IN=5021.32 (W) INV. OUT=5021.24 (S) FG=5026.45 N: 124013.33 E: 191295.81 TEE 2-5 (8''x6'') INV. IN=5021.17 (N) INV. IN=5021.25 (W) INV. OUT=5021.17 (S) FG=5026.13 N: 124000.22 E: 191295.81 TEE 2-4 (8''x6'') INV. IN=5020.91 (N) INV. IN=5020.99 (W) INV. OUT=5020.91 (S) FG=5026.05 N: 123947.70 E: 191295.81 BEND 2-3 (11.25°) INV. IN=5020.88 (N) INV. OUT=5020.88 (S) FG=5025.97 N: 123942.10 E: 191295.81 BEND 2-2 (11.25°) INV. IN=5020.84 (N) INV. OUT=5020.84 (S) FG=5025.98 N: 123934.25 E: 191294.24 TEE 2-1 (8''x6'') INV. IN=5020.82 (N) INV. IN=5020.90 (W) INV. OUT=5020.82 (S) FG=5025.72 N: 123930.03 E: 191294.24 18.8 LF 8" HDPE @ 0.50% 4.2 LF 8" HDPE @ 0.50% 8.0 LF 8" HDPE @ 0.50% 5.6 LF 8" 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 LF 8" HDPE @ 0.50% 41.1 LF 8" HDPE @ 0.50% 6.6 LF 8" HDPE @ 0.50% CONNECT TO DOWNSPOUT INV.=5022.35 FG=5027.12 N: 124054.00 E: 191217.31 CONNECT TO DOWNSPOUT INV.=5022.24 FG=5027.00 N: 124056.35 E: 191215.22 CONNECT TO DOWNSPOUT INV.=5021.97 FG=5025.32 N: 124056.17 E: 191263.81 CONNECT TO DOWNSPOUT INV.=5021.80 FG=5025.68 N: 124054.64 E: 191290.22 CONNECT TO DOWNSPOUT INV.=5021.60 FG=5027.24 N: 124013.33 E: 191290.22 CONNECT TO DOWNSPOUT INV.=5021.55 FG=5026.76 N: 124000.22 E: 191289.87 CONNECT TO DOWNSPOUT INV.=5021.18 FG=5026.23 N: 123930.03 E: 191288.76 5.5 LF 6" HDPE @ 5.00% 5.9 LF 6" HDPE @ 5.00% 5.6 LF 6" HDPE @ 5.00% 5.6 LF 6" 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 DOWNSPOUT INV.=5024.31 FG=5027.99 N: 124036.05 E: 191217.51 TEE 3-6.6 (8''x6'') INV. IN=5024.19 (N) INV. IN=5024.27 (W) INV. OUT=5024.19 (S) FG=5027.88 N: 124026.71 E: 191225.55 TEE 3-6.5 (8''x6'') INV. IN=5024.17 (N) INV. IN=5024.25 (E) INV. OUT=5024.17 (S) FG=5027.86 N: 124025.15 E: 191225.55 TEE 3-6.4 (8''x6'') INV. IN=5024.05 (N) INV. IN=5024.13 (E) INV. OUT=5024.05 (S) FG=5027.58 N: 124013.33 E: 191225.55 CONNECT TO DOWNSPOUT INV.=5024.68 FG=5027.44 N: 123970.80 E: 191236.31 TEE 3-6.3 (8''x6'') INV. IN=5023.92 (N) INV. IN=5024.00 (E) INV. OUT=5023.92 (S) FG=5027.33 N: 124000.23 E: 191225.55 BEND 3-6.2 (90°) INV. IN=5023.82 (N) INV. OUT=5023.82 (W) FG=5027.17 N: 123990.24 E: 191225.55 TEE 3-5.2 (6''x6'') INV.=5024.22 FG=5027.16 N: 123947.73 E: 191236.31 TEE 3-6.1 (8''x6'') INV. IN=5023.71 (E) INV. IN=5023.79 (N) INV. OUT=5023.71 (W) FG=5027.01 N: 123990.24 E: 191214.91 TEE 3-5.1 (6''x6'') INV.=5023.86 FG=5027.07 N: 123929.68 E: 191236.31 CONNECT TO DOWNSPOUT INV.=5024.55 FG=5028.46 N: 124000.95 E: 191123.94 CONNECT TO DOWNSPOUT INV.=5024.50 FG=5028.27 N: 124002.29 E: 191154.26 CONNECT TO DOWNSPOUT INV.=5024.72 FG=5027.99 N: 124025.15 E: 191234.81 CONNECT TO DOWNSPOUT INV.=5024.54 FG=5027.47 N: 123947.73 E: 191252.49 CONNECT TO DOWNSPOUT INV.=5024.47 FG=5027.98 N: 124028.05 E: 191216.03 BEND 3-6.6.1 (22.5°) INV. IN=5024.40 (NW) INV. OUT=5024.40 (E) FG=5027.82 N: 124026.71 E: 191219.27 CONNECT TO DOWNSPOUT INV.=5024.66 FG=5027.74 N: 124013.33 E: 191236.16 CONNECT TO DOWNSPOUT INV.=5024.20 FG=5026.84 N: 123929.68 E: 191253.65 CONNECT TO DOWNSPOUT INV.=5024.51 FG=5027.45 N: 124000.23 E: 191235.81 CONNECT TO DOWNSPOUT INV.=5024.33 FG=5027.43 N: 124000.94 E: 191214.91 13.7 LF 8" HDPE @ 1.00% 10.6 LF 8" HDPE @ 1.00%10.0 LF8" HDPE@ 1.00%13.1 LF8" HDPE@ 1.00%11.8 LF8" HDPE@ 1.00%1.6 LF 8" HDPE @ 1.00% 1.3 LF 8" HDPE @ 1.00% 11.4 LF 8" HDPE @ 1.00% 35.1 LF 6" HDPE @ 2.00% 18.0 LF 6" HDPE @ 2.00% 23.1 LF 6" 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 LF6" HDPE@ 5.00%10.3 LF 6" HDPE @ 5.00% 10.6 LF 6" HDPE @ 5.00% 9.3 LF 6" HDPE @ 5.00% 6.3 LF 6" HDPE @ 2.00% 3.5 LF 6" HDPE @ 2.00% CONNECT TO DOWNSPOUT INV.=5021.29 FG=5026.74 N: 123947.70 E: 191289.87 5.9 LF 6" HDPE @ 5.00% BEND 3-6.7 (45°) INV. IN=5024.20 (NW) INV. OUT=5024.20 (S) FG=5027.90 N: 124028.01 E: 191225.55 UTILITY CROSSING UTILITY CROSSING UTILITY CROSSING SEE DETAIL ON SHEET C6.09 SEE PLAN & PROFILE ON SHEET C3.02 GAS CROSSING ELEV. 5019.7 SEE PLAN & PROFILE ON SHEET C3.02 MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = 10' 1" = N/AAPEX-HAVEN APARTMENTSNORTH6/9/202110:32:24 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C3.02 - ROOF DRAIN PLAN.DWGC3.02 - ROOF DRAIN PLANKRBCDBC3.03 28ROOF DRAIN PLAN0 10'20' SCALE: 1" = 10' 5'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 10 CABLE TV LINE ELECTRIC LINE OVERHEAD ELECTRIC LINE FIBER OPTIC LINE GAS LINE ABANDONED GAS LINE G GAS METER IRRIGATION LINE SANITARY MANHOLE SANITARY MAIN SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE TELEPHONE LINE OVERHEAD TELEPHONE LINE UTILITY POLE AND GUY WIRES FIRE DEPARTMENT CONNECTION FIRE HYDRANT FIRELINE WATER FITTINGS WATER MAIN WATER SERVICE WATER METER DRY UTILITY CONDUIT DS THRUST BLOCK GATE VALVE FIBER, GAS, ELECTRIC, OR TELEPHONE PEDESTAL LEGEND NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 4.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 5.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STORM DRAINAGE CRITERIA. 6.CONNECTIONS OF PROPOSED HDPE STORM SEWER TO BUILDING DOWNSPOUTS SHALL BE MADE USING APPROPRIATE DOWNSPOUT ADAPTER WITH CLEANOUT. SEE DETAILS. 7.ROOF DRAINS LATERALS TO BE CONNECTED DIRECTLY TO PROPOSED HDPE STORM SEWER SHALL BE CONNECTED USING MANUFACTURED TEES. 8.ROOF DRAINS SHOWN AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BE WATERTIGHT ADS-N12 OR APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE PIPE. 9.CLEANOUTS LOCATED WITHIN ALL PAVED AREAS SHALL BE TRAFFIC RATED.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES AND INCLUDE LAY LENGTH OF FLARED END SECTIONS UNLESS OTHERWISE NOTED. 10.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 20.33 SG EXISTING RESIDENCE (BUILDING 3) PROPERTY CORNER N:123835.74 E:191314.26 EXISTING RESIDENCE OUTLET PIPE TO WEST PROSPECT CURB CHANNEL 30'' DRAIN BASIN 1-2 W/ 24" WIDE WEIR INV=5020.32 TOP OF WEIR=5021.67 FG=5023.67 30'' DRAIN BASIN 1-2.1 INV.=5020.33 FG=5023.75 TEE 1-2.2 (12''x12'') INV.=5020.34 FG=5023.80 30'' DRAIN BASIN 1-2.3 INV.=5020.35 FG=5023.86 BEND 1-2.3A (45°) INV.=5020.40 FG=5023.99 1 1 . 0 L F 8 " HD P E @ 0 . 2 0% DRAIN BASIN 1-2.3B (8'' W/ DOME GRATE) INV. =5020.42 GRATE =5023.61 6" UNDERDRAIN 12.5' 31.79' LIMITS OF UNDEGROUND DETENTION UNDEGROUND DETENTION AND ASSOCIATED BASINS AND PIPING (8) SC310 CHAMBERS (SEE DETAILS) CO INV.=5020.38 FG=5023.81 TEE 1-3 (8''x6'') INV.=5020.33 FG=5023.68 (MANUFACTURED TEE W/ MATCHING INVERTS) 2 3 . 8 8 23.7023.8024. 0 5 2 0 . 3 1 SG FINISHED GRADE (TYP.) SUBGRADE ELEVATION (TYP.)20.27 SG20.24 SG STORM LINE 1 (SEE C3.02) 30'' DRAIN BASIN 1-2.2A INV. OUT=5020.38 (E) FG=5023.90 INSPECTION PORT ON ALL ROWS CO W/ 90° BEND INV. =5020.33 FG=5023.73 MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = 5' 1" = N/AAPEX-HAVEN APARTMENTSNORTH6/9/202110:32:42 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C3.03 - UNDERGROUND WQ PLAN.DWGC3.03 - UNDERGROUND WQ PLANKRBCDBC3.04 28UNDERGROUND WATER QUALITY PLAN0 5'10' SCALE: 1" = 5' 2 1/2'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 11 CABLE TV LINE ELECTRIC LINE OVERHEAD ELECTRIC LINE FIBER OPTIC LINE GAS LINE ABANDONED GAS LINE G GAS METER IRRIGATION LINE SANITARY MANHOLE SANITARY MAIN SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE TELEPHONE LINE OVERHEAD TELEPHONE LINE UTILITY POLE AND GUY WIRES FIRE DEPARTMENT CONNECTION FIRE HYDRANT FIRELINE WATER FITTINGS WATER MAIN WATER SERVICE WATER METER DRY UTILITY CONDUIT DS THRUST BLOCK GATE VALVE FIBER, GAS, ELECTRIC, OR TELEPHONE PEDESTAL LEGEND NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES UNLESS OTHERWISE NOTED. 5.STORM SEWER MAINS AND ROOF DRAINS SHOWN ON THESE DRAWINGS AS HIGH DENSITY POLYPROPYLENE (HDPE) SHALL BE ADS N-12 BY ADS OR APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7.ALL STORM CROSSINGS OVER WATER SHALL HAVE JOINT ENCASEMENTS ON THE STORM SEWER 10' EITHER SIDE OF THE CROSSING PER CITY STANDARDS. 8.UNDERGROUND WATER QUALITY SYSTEM SHALL BE PROVIDED BY ADVANCED 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 WITH 12" SOLID COVERS. SEE DETAILS. 10.SUBGRADE ELEVATIONS ARE EQUIVALENT TO BOTTOM OF STONE AS SHOWN IN THE DETAILS. 11.CONTRACTOR SHALL PHASE THE CONSTRUCTION OF THE UNDERGROUND DETENTION FACILITY TOWARDS THE END OF THE OVERALL CONSTRUCTION TO AVOID CONTAMINATION OF THE SYSTEM WITH CONSTRUCTION DEBRIS OR MUD. SHOULD CONSTRUCTION SEQUENCING MAKE THIS UNFEASIBLE, THE SYSTEM SHALL BE INSPECTED AND CLEANED (IF NECESSARY) WITH THE LANDSCAPING OF THE PROJECT. UP UP UP UP RISER S EG15' UTILITY & DRAINAGE EASEMENT 5' UTILITY & DRAINAGE EASEMENT 30' EMERGENCY VEHICLE, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT WEST PROSPECT ROAD (RIGHT-OF-WAY VARIES) DRAINAGE EASEMENT NON-VEHICULAR ACCESS PUBLIC EASEMENT EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY & DRAINAGE EASEMENT GRADE B R E A K BIORETENTION POND (SEE NOTE 10) EXISTING APEX BUILDING 28.50 FG 27.002 7 . 0 8 FG 27.08 FG25.61 FG 26 . 4 0 H P 26.14 LP 22.73 LP23.61 LP 20 . 1 9 F L 2 0 . 2 4 F L 22.50 LP 25.00 FG27.1428.00 FG26.78 FG25.38 FG26.20 FG 23.80 FGEXISTING RESIDENCE (BUILDING 2) EXISTING RESIDENCE (BUILDING 3) PROPOSED APARTMENTS (BUILDING 1) FFE=5027.00 OVERFLOW WEIR ELEV. 5026.00 TOP OF POND ELEV. 5026.60 2' SIDEWALK & CURB CHASE FINISHED GRADES ABOVE FFE (SEE NOTE 6)27.002 7 . 5 0 FG 28.0028.002 8 . 0 0 FG 27.5027.5026.83 FG28.00FINISHED GRADES ABOVE FFE (SEE NOTE 6) FFE=5027.75 28.25 FGFFE=5028.00 FFE=5027.5026.33 FG27.33 FG27.502 5 . 2 428.0022.6 8 F L 27.2827.3128.00 FGUNDERGROUND WATER QUALITY CHAMBERS FINISHED GRADES EQUAL TO & ABOVE FFE (SEE NOTE 6) EXPOSE FFE AS SHOWN (SEE NOTE 6) FINISHED GRADES EQUAL TO FINISHED FLOOR (SEE NOTE 6) EXISTING PARKING LOT PROPERTY BOUNDARY 22.24 LPGRADE BREAKDRAINAGE EASEMENT EMERGENCY ACCESS & PUBLIC ACCESS EASEMENT 26.16 FG27.5027.5026.33 FG27.08 FG 26.83 FG26.83 FGEXPOSE FFE AS SHOWN (SEE NOTE 6) 2 7 . 7 5 27.7526.20 FG25.34 FG 27.33 FG2 7 . 3 3 FG28.00 FG 27.5027.5027.50 FGLIMITS OF DISTURBANCE RESTRICT ACCESS DURING CONSTRUCTION (SEE NOTE 9)28.03 HP 28 . 0 2 H P 2 8 . 3 6 MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = 20' 1" = N/AAPEX-HAVEN APARTMENTSNORTH6/9/202110:32:58 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C4.00 - OVERALL GRADING & EROSION CONTROL PLAN.DWGC4.00 - OVERALL GRADING & EROSION CONTROL PLANKRBCDBC4.00 28OVERALL GRADING AND EROSION CONTROL PLAN0 20'40' SCALE: 1" = 20' 10'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 12 SWALE FLOWLINE WALL INLET PROTECTION ROCK SOCK SEDIMENT CONTROL LOG EROSION CONTROL MATTING (TRM) SEE NOTE 8 PERMANENT SEEDING CONCRETE WASHOUT AREA SILT FENCE VEHICLE TRACKING CONTROL SLOPE PROTECTION 9 0 . 3 0 PROPOSED 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 GRADE 10.0%4.0:1 (10.0%)(4.0:1) PROPOSED SLOPE EXISTING SLOPE GRADE BREAK PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LEGEND NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK UNLESS OTHERWISE NOTED. 3.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THIS DRAWING CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ON THE ARCHITECTURAL PLANS. 5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.FOR FINISHED GRADES ADJACENT TO BUILDING 1 THAT ARE ABOVE THE FINISHED FLOOR ELEVATION OR BELOW THE FINISHED FLOOR ELEVATION BY MORE THAN 6-INCHES, REFER TO AND COORDINATE WITH THE ARCHITECTURAL PLANS FOR FOUNDATION REQUIREMENTS. 7.FOR WORK WITHIN STREET RIGHT-OF-WAY, CONTRACTOR SHALL: ·EXPEDITE CONSTRUCTION COMPLETION AFFECTING ROADWAYS ·NOT USE THE STREET TO STOCKPILE EARTH DURING TRENCHING ACTIVITIES ·SWEEP SEDIMENT WITHIN STREET DAILY OR PRIOR TO AND AFTER STORM EVENTS AS NECESSARY ·PLACE ROCK SOCKS ON DOWNSTREAM SIDE OF WORK AREA IN PAVED AREAS TO PREVENT SEDIMENT TRANSPORT ·SURFACE ROUGHEN LANDSCAPED AREAS UNTIL STABILIZED WITH LANDSCAPING 8.PERMANENT REINFORCEMENT MATS (TRM) SHALL BE NORTH AMERICAN GREEN VMAX SC250 OR APPROVED EQUAL. 9.CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AS NECESSARY TO RESTRICT CONSTRUCTION TRAFFIC TO THE ENTRANCE FROM PROSPECT ROAD. SHOULD DELIVERIES OR CONSTRUCTION TRAFFIC BE ALLOWED BY THE PROPERTY OWNER THROUGH THE EXISTING APEX APARTMENTS PARKING LOT, ADDITIONAL VEHICLE TRACKING CONTROL AND/OR STREET SWEEPING WILL BE REQUIRED. EROSION CONTROL NOTES 1.TOTAL DISTURBED AREA = 52,800 SF (1.21 ACRES). 2.THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN FOR DETAILS. 3.REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES. 4.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 5.PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT. 6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 7.SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH 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 LOOSENED SUBGRADE SOILS. REFER TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132. 8.TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE SEEDED WITH THE APPROPRIATE SEED MIX AND INSTALLATION METHOD AS SPECIFIED ON THE APPROVED LANDSACPE PLANS. 9.A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED: 10.DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUND SURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD. 11.ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OF THE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THE POTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TO CONSTRUCTION ACTIVITIES ON THE SITE. INGREDIENT % AVAILABLE BY WEIGHT APPLICATION RATE IN LBS/ACRE NITROGEN 13 65 POTASSIUM 16 80 POTASSIUM M 120 PROJECT:APEX-HAVEN APARTMENTS BEST MANAGEMENT PRACTICE ITEM: PRESERVE EXISTING VEGETATION SILT FENCE VEHICLE TRACKING CONTROL STAGING AREAS (if applicable) CONSTRUCTION FENCE (if applicable) ROCK SOCKS CONCRETE WASHOUT AREA (if applicable) TEMPORARY SEEDING INLET PROTECTION (EXIST. & PROP.) 1.COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS. 2.CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMPs. MOBILIZATIONDEMOLITION UTILITY INSTALLATION BUILDING CONSTRUCTION SITE GRADING & PAVING FINAL LANDSCAPING & STABILIZATIONPHASE OF CONSTRUCTION EROSION CONTROL SEQUENCING UP UP RISER DELIVERYRIDESHAREPARKINGONLYDELIVERYRIDESHAREPARKINGONLYPERMIT4PERMIT3PERMIT2PERMIT13-POINT TURN ONE WAY O N E W A Y AROUND AREA 15' UTILITY & DRAINAGE EASEMENT 5' UTILITY & DRAINAGE EASEMENT WEST PROSPECT ROAD (RIGHT-OF-WAY VARIES) EXISTING DRAINAGE EASEMENT NON-VEHICULAR ACCESS PUBLIC EASEMENT GRADE B R E A K0.8%5.6%5.9% BIORETENTION POND 26 . 4 0 H P 26.14 26.4226.352 2 . 7 0 L P 23.61 LP20.19 FL2 0 . 2 4 F L 22.50 LP 22.68 FL 25.00 FG27.1428.00 FG26.78 FG25.38 FG26.20 FG23.80 FGEXISTING RESIDENCE (BUILDING 2) EXISTING RESIDENCE (BUILDING 3)26.5126.1726.542 6 . 6 3 2 7 . 5 0 27.0622.80 FGOVERFLOW WEIR ELEV. 5026.00 TOP OF POND ELEV. 5026.60 2' SIDEWALK & CURB CHASE 26.83 FG2 3 . 0 0 FG 2 3 . 0 4 FG0.5%27.5027.4527.00FFE=5027.50 27.212 6 . 1 6 FG27.502 6 . 5 5 0.1% 0.5% 1.3% 24.62 FG 2 5 . 2 4 2 4 . 8 0 FG24.80 FG22.92 FG2 3 . 1 025.50 FG26.3426.222.0%26.7326.9127.8028.43 28.21 FL27.09 FL28.0027.3827.2627.222 7 . 1 0 26.2026.2627.282 7 . 3 1 28.00 FG 24.2223.83 23.6423.572 2 . 7 9 2 3 . 0 0 2 3 . 4 8 22.3022.502 1 . 5 2 21.3222.892 3 . 0 9 2 3 . 8 8 FG 2 3 . 7 0 FG 2 3 . 8 0 FG24.12 FG 22.5522.34FINISHED GRADES EQUAL TO FINISHED FLOOR (SEE NOTE 6) 22.44 FL 22.24 LP 0.5% 0.5%0.5%0.5% 0.5%0.5%22.48 FL 22.51 FL22.63 FL2.5%GRADE BREAK2 8 . 5 7 0.8% 23.03 23.09 6" CURB HEAD 22.48 22.53 22.26 FL 23.00 22.30 22.35 22.55 26.60 22.59 22.53 FL 22.62 FG22.60 FG22.52 FG22.69 FG24.19 FG22.58 FL 22.55 FL 22.66 FL 23.24 22.7422.74 1.0% 10.4%2.0%26.04 FL26.01 FL 2 5 . 3 4 F L 23.00 FL 27.50 FG24.93 FL 24.15 FL 23.96 FL23.86 FL25.8925.8025.3625.2725.5725.5726.4026.4327.1927.3425.94 25.95 25.73 25.72 24.94 24.85 24.34 24.44 24.30 24.20 24.0626.0826.3026.2323.86 25.71 26.7326.682 6 . 2 226.3826.8026.6326.8426.9827.1827.322 7 . 1 9 27.75 27.88 27.58 27.68 27.93 27.94 27.2128.7028.59 28.30 FG 28.27 FG 28.8328.0627.22 FG 27.00 FG26.8526.5026.6226.5026.9527.5027.2527.5027.3927.3827.5027.2325.24 25.2527.152 7 . 2 3 27.1326.8225.88 FL26.60 LP26.93 FL27.64 FL28.00 FG26.47 FL26.380.3%2.0% 2.5% 1.1%23.1723.07 22.9022.6422.7022.44???20.8521.6520 . 5 326.83 FG26.83 FG27.3527.5027.50 FG EXPOSE FFE AS SHOWN (SEE NOTE 6)26.9428.6421.99 FL21.33 FL21.03 FL20 . 4 4 F L 21.56 21.2222.6122.562 1 . 9 7 22.3121.37 21.95 21.62 22.89 22.83 1.7% 1.5%1.5% 23.60 21.5023.00 TOP TOP OF OUTLET STRUCTURE 22.04 FL23.59 FL24.21 FL2 4 . 6 5 F L 21.6927.692 7 . 5 7 CONNECT TO EXISTING STAIRS 26.60 TOW 26.52 FG 26.60 TOW 23.83 FL 22.68 FL 26.202' CURB CHANNEL 26.60 TOW 26.60 TOW 26.11 FG 26.40 FG 26.60 TOW 22.56 FG 22.60 FG CONNECT TO EXISTING STAIRS 2 5 . 3 4 23.76 FL 2 3 . 9 6 FG 25.30 TOW 24.80 TOW 25.30 TOW 25.50 TOW25.50 TOW25.50 TOW 25.50 TOW 24.80 TOW CONNECT TO EXISTING STAIRS24.1724.1824.126.6%6.6%6.0%FLUSH CURB6" SPILL CURB 6" CATCH CURB 6" SPILL CURB TRANSITION SPILL CURB TO CATCH CURB 6" CATCH CURB TRANSITION FLUSH CURB TO 6" SPILL CURB 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 CUT 2' CURB CHANNEL LIMITS OF DISTURBANCE 23.442 3 . 2 823.7723.6423.84LIMITS OF DISTURBANCE 20.92 20.60 21.04 20.2028.303.7% SEE DETAILS 24.3624.3624.7224.7224.9824.9823.6423.640.1%6" MONOLITHIC CURB TRANSITIION TO SPILL CURB 2.0%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%4.0:1 11.1% 12.0% 27.21 27.35 28.1328.4728.5228.4128.601.5%28.361.9%1.0%MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = ##' 1" = N/AAPEX-HAVEN APARTMENTSNORTH6/9/202110:33:18 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C4.01 - DETAILED GRADING PLAN.DWGC4.01 - DETAILED GRADING PLANKRBCDBC4.01 28DETAILED GRADING PLAN0 10'20' SCALE: 1" = 10' 5'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 13 SWALE FLOWLINE WALL 90.30PROPOSED SPOT ELEVATION FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE AT EXTERIOR WALL EOP = EDGE OF PAVEMENT LP = LOW POINT HP = HIGH POINT TOW = TOP OF WALL BOW = BOTTOM OF WALL3.13EXISTING GRADE 10.0%4.0:1 (10.0%)(4.0:1) PROPOSED SLOPE EXISTING SLOPE GRADE BREAK PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LEGEND CATCH CURB FLUSH CURB LIMITS OF DISTURBANCE NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK UNLESS OTHERWISE NOTED. 3.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THIS DRAWING CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ON THE ARCHITECTURAL PLANS. 5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.FOR FINISHED GRADES ADJACENT TO BUILDING 1 THAT ARE ABOVE THE FINISHED FLOOR ELEVATION OR BELOW THE FINISHED FLOOR ELEVATION BY MORE THAN 6-INCHES, REFER TO AND COORDINATE WITH THE ARCHITECTURAL PLANS FOR FOUNDATION REQUIREMENTS. 7.FOR WORK WITHIN STREET RIGHT-OF-WAY, CONTRACTOR SHALL: ·EXPEDITE CONSTRUCTION COMPLETION AFFECTING ROADWAYS ·NOT USE THE STREET TO STOCKPILE EARTH DURING TRENCHING ACTIVITIES ·SWEEP SEDIMENT WITHIN STREET DAILY OR PRIOR TO AND AFTER STORM EVENTS AS NECESSARY ·PLACE ROCK SOCKS ON DOWNSTREAM SIDE OF WORK AREA IN PAVED AREAS TO PREVENT SEDIMENT TRANSPORT ·SURFACE ROUGHEN LANDSCAPED AREAS UNTIL STABILIZED WITH LANDSCAPING 8. CONTRACTOR SHALL NOTE THE MULTIPLE FINISHED FLOOR ELEVATIONS SHOWN ON THIS PLAN AND SHALL COORDINATE EACH FINISHED FLOOR ELEVATION WITH THE ARCHITECTURAL PLANS PRIOR TO PLACING FOUNDATIONS. UP UP UP UP RISER S DELIVERYRIDESHAREPARKINGONLYDELIVERYRIDESHAREPARKINGONLYPERMIT4PERMIT3PERMIT2PERMIT13-POINT TURN ONE WAY O N E W A Y AROUND AREA 5' UTILITY & DRAINAGE EASEMENT 30' EMERGENCY VEHICLE, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING DRAINAGE EASEMENT NON-VEHICULAR ACCESS PUBLIC EASEMENT GRADE B R E A K0.8%5.6%5.9% BIORETENTION POND 28.50 FG 2 7 . 0 027.08 FG26 . 4 0 H P 26.14 26.4226.3522.70 LP23.61 LP22.68 FL 25.00 FG27.1428.00 FG26.78 FG25.38 FG2 6 . 2 0 FG 23.80 FGEXISTING RESIDENCE (BUILDING 2) EXISTING RESIDENCE (BUILDING 3) PROPOSED APARTMENTS (BUILDING 1) FFE=5027.00 27.0126.5126.1726.5426.6327.5027.0622.80 FG2' SIDEWALK & CURB CHASE FINISHED GRADES ABOVE FFE (SEE NOTE 6)26.83 FG23.00 FG2 3 . 0 4 FG0.5%27.75 FG27.002 7 . 6 3 FG 28.0028.0027.50 FG27.5027.45 2 7 . 3 3 FG 27.89 27.682 7 . 2 9 28.0027.00FINISHED GRADES ABOVE FFE (SEE NOTE 6) FFE=5027.75 2 8 . 2 5 FG FFE=5028.00 FFE=5027.5027.04 FG26.20 FG27.2126.16 FG27.5026.550.1% 0.5% 1.3% 24.62 FG 25.242 4 . 8 0 FG24.80 FG 22.92 FG23.1025.50 FG26.3426.222.0%26.7326.9127.802 7 . 8 728.03 HP28.43 28.21 FL27.09 FL28.0027.3827.262 7 . 2 2 27.102 6 . 2 0 26.262 7 . 2 827.3128.00 FG 23.88 FG24.12 FG FINISHED GRADES EQUAL TO & ABOVE FFE (SEE NOTE 6)27.33 FGFINISHED GRADES EQUAL TO FINISHED FLOOR (SEE NOTE 6) 0.5%0.5%0.5% 0.5%0.5%22.51 FL22.63 FL2.5%GRADE BREAK28.570.8% 2 7 . 7 5 27.7523.0922.55 26.60 22.53 FL 22.62 FG22.60 FG 2 2 . 5 2 FG22.69 FG 24.19 FG22.58 FL 22.55 FL 22.66 FL 23.24 22.7422.74 1.0% 10.4%2.0%26.04 FL26.01 FL 25.34 FL23.00 FL 27.50 FG 27.50 FG2 8 . 0 0 FG 27.71 FG27.29 FG2 7 . 5 0 FG 28.00 FG 2 8 . 0 0 FG28.00 FG27.52 FG24.93 FL 24.15 FL 23.96 FL23.86 FL25.8925.8025.3625.2725.5725.5726.4026.4327.1927.3425.94 25.95 25.73 25.72 24.94 24.85 24.34 24.44 24.30 24.20 24.0626.0826.3026.2323.86 25.71 26.732 6 . 6 826.2226.382 6 . 8 827.552 7 . 7 0 26.9726.8026.632 6 . 8 4 26.9827.182 7 . 3 2 2 7 . 1 9 27.75 27.88 27.58 27.68 27.93 27.94 27.2128.7028.59 28.30 FG 28.27 FG 28.8328.0628 . 0 427.2127.22 FG 27.00 FG2 6 . 8 5 26.502 6 . 6 2 2 6 . 5 0 26.9527.5027.2527.5027.3927.3827.5027.2325.24 25.2527.152 7 . 2 3 27.1326.8225.88 FL26.60 LP26.93 FL27.64 FL2 8 . 0 0 FG 26.47 FL26.380.3%2.0% 2.5% 1.1%26.83 FG 26.83 FG27.33 FG25.61 FG27.3527.5027.50 FG EXPOSE FFE AS SHOWN (SEE NOTE 6) 2 7 . 5 0 FG 27.2527.45 FL 27.67 FL 27.85 FL 2 7 . 9 2 FG 27.12 FL27.16 FL27.65 FL 27.35 FL 27.14 2 7 . 7 1 FG 27.512 6 . 9 7 26.33 FG25.34 FGEXPOSE FFE AS SHOWN (SEE NOTE 6)26.33 FGAPPROXIMATE STEP IN FFE (SEE NOTE 8) APPROXIMATE STEP IN FFE (SEE NOTE 8) APPROXIMATE STEP IN FFE (SEE NOTE 8)26.9428.6428.25 FG26.83 FG27.92 FG 2 7 . 0 8 FG EXPOSE FFE AS SHOWN (SEE NOTE 6) FINISHED GRADES ABOVE FFE (SEE NOTE 6) 23.60 22.04 FL23.59 FL24.21 FL24.65 FL21 . 6 927.692 7 . 5 7 CONNECT TO EXISTING STAIRS 26.60 TOW 26.52 FG 26.60 TOW 23.83 FL 22.68 FL 26 . 2 0 2' CURB CHANNEL 26.40 FG 26.60 TOW 22.56 FG 22.60 FG CONNECT TO EXISTING STAIRS25.3423.76 FL 23.96 FG25.30 TOW 24.80 TOW 25.30 TOW 25.50 TOW2 5 . 5 0 TOW 25.50 TOW 25.50 TOW 24.80 TOW CONNECT TO EXISTING STAIRS24.1724.1824.12FLUSH CURB6" SPILL CURB 6" CATCH CURB 6" SPILL CURB TRANSITION SPILL CURB TO CATCH CURB 6" CATCH CURB TRANSITION FLUSH CURB TO 6" SPILL CURB PROPOSED 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% 2 6 . 9 1 2 6 . 9 1 26.841.9% 2' CURB CUT 2' CURB CHANNEL LIMITS OF DISTURBANCE 2 7 . 5 0 27.792 7 . 5 625.9824.7824.7524.7724.8627.0627.0827.81LIMITS OF DISTURBANCE28.303.7%24.3624.3624.7224.7224.9824.9824.7424.742 4 . 4 424.4423.8923 . 8 9 23.6423.640.1%6" MONOLITHIC CURB 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%11.1% 12.0% 17.1%4.0:14.0:14.1:14.3:14.4 :1 12.6% 8.0 % 1. 6 % 2.4 % 27.21 27.35 24.9926.04 25.94 FG 26.72 26.23 FG 26.90 FG 2 6 . 9 0 25.69 26.57 FG 26.57 FG 26.9027.3226.852 6 . 9 0 26.9026.23 TOW 26.23 TOW 26.90 TOW27.20PROVIDE 8" STEP IN TOP OF WALL 27.7228.02 HP2 7 . 6 5 25.9225.3427.532 7 . 2 0 2 6 . 9 1 2 6 . 0 1 26.51 TBC 27.03 TBC 27.31 TBC 2 5 . 4 2 25.92 TBC 2 5 . 2 3 25.73 TBC 25.42 TBC FLUSH CURB 2 4 . 9 2 6" SPILL CURB 28.1328.4728 . 5 228.4128.6028.041.5%0.5%2 8 . 3 6 1.9%1.0%MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = ##' 1" = N/AAPEX-HAVEN APARTMENTSNORTH6/9/202110:33:25 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C4.01 - DETAILED GRADING PLAN.DWGC4.01 - DETAILED GRADING PLANKRBCDBC4.02 28DETAILED GRADING PLAN0 ##'##' SCALE: 1" = ##' #'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 14 SWALE FLOWLINE WALL 90.30PROPOSED SPOT ELEVATION FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE AT EXTERIOR WALL EOP = EDGE OF PAVEMENT LP = LOW POINT HP = HIGH POINT TOW = TOP OF WALL BOW = BOTTOM OF WALL3.13EXISTING GRADE 10.0%4.0:1 (10.0%)(4.0:1) PROPOSED SLOPE EXISTING SLOPE GRADE BREAK PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LEGEND CATCH CURB FLUSH CURB LIMITS OF DISTURBANCE NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK UNLESS OTHERWISE NOTED. 3.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THIS DRAWING CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ON THE ARCHITECTURAL PLANS. 5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.FOR FINISHED GRADES ADJACENT TO BUILDING 1 THAT ARE ABOVE THE FINISHED FLOOR ELEVATION OR BELOW THE FINISHED FLOOR ELEVATION BY MORE THAN 6-INCHES, REFER TO AND COORDINATE WITH THE ARCHITECTURAL PLANS FOR FOUNDATION REQUIREMENTS. 7.FOR WORK WITHIN STREET RIGHT-OF-WAY, CONTRACTOR SHALL: ·EXPEDITE CONSTRUCTION COMPLETION AFFECTING ROADWAYS ·NOT USE THE STREET TO STOCKPILE EARTH DURING TRENCHING ACTIVITIES ·SWEEP SEDIMENT WITHIN STREET DAILY OR PRIOR TO AND AFTER STORM EVENTS AS NECESSARY ·PLACE ROCK SOCKS ON DOWNSTREAM SIDE OF WORK AREA IN PAVED AREAS TO PREVENT SEDIMENT TRANSPORT ·SURFACE ROUGHEN LANDSCAPED AREAS UNTIL STABILIZED WITH LANDSCAPING 8. CONTRACTOR SHALL NOTE THE MULTIPLE FINISHED FLOOR ELEVATIONS SHOWN ON THIS PLAN AND SHALL COORDINATE EACH FINISHED FLOOR ELEVATION WITH THE ARCHITECTURAL PLANS PRIOR TO PLACING FOUNDATIONS. 262.50'S00°37'46"W (M)227.20'S00°00'00"E (R)A1 0.02 0.95 1.00 A2 0.03 0.51 0.64 A3 0.01 0.95 1.00 C1 0.05 0.44 0.55 D2 0.06 0.25 0.31 B1 0.19 0.37 0.46 B2 0.25 0.76 0.95 E1 0.09 0.37 0.47 ON1 0.06 0.57 0.71 S1 0.04 0.62 0.78 D1 0.13 0.42 0.52 WEST PROSPECT ROAD (RIGHT-OF-WAY VARIES) EXISTING RESIDENCE (BUILDING 2) EXISTING RESIDENCE (BUILDING 3) PROPOSED APARTMENTS (BUILDING 1) EXISTING APEX BUILDING BIORETENTION POND POND B POND A UNDERGROUND WATER QUALITY C2 0.13 0.95 1.00 1 B3 0.13 0.95 1.00 DETENTION POND POND C EXISTING PARKING LOT POND B OUTLET PIPE POND OUTLET PIPE FOREBAY POND OUTLET STRUCTURE POND OUTLET STRUCTURE ROOF DRAIN SYSTEM CURB CHASE A CURB CHANNEL B MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = 20' 1" = N/AAPEX-HAVEN APARTMENTSNORTH6/9/202110:33:39 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C5.00 - DRAINAGE PLAN.DWGC5.00 - DRAINAGE PLANKRBCDBC5.00 28DRAINAGE PLAN0 20'40' SCALE: 1" = 20' 10'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 15 X.XX X.XXXX.X X BASIN DESIGNATION BASIN AREA (ACRE) 2 - YR RUNOFF COEFF. 100 - YR RUNOFF COEFF. DESIGN POINT FLOW DIRECTION DP D1 LEGEND DRAINAGE SUMMARY Basin Design Point Area %I C2 C100 Q2 Q100 (acre)(cfs)(cfs) Existing Basins EX1 EX1 0.64 15.9%0.35 0.44 0.50 2.29 EX2 EX2 0.55 11.6%0.32 0.40 0.38 1.64 TOTAL 1.19 13.9% Proposed Basins A1 A1 0.02 90%0.95 1.00 0.05 0.19 A2 A2 0.03 35%0.51 0.64 0.05 0.20 A3 A3 0.01 90%0.95 1.00 0.03 0.12 B1 B1 0.19 17%0.37 0.46 0.17 0.76 B2 B2 0.25 68%0.76 0.95 0.55 2.40 B3 B3 0.13 90%0.95 1.00 0.35 1.27 C1 C1 0.05 26%0.44 0.55 0.06 0.26 C2 C2 0.13 90%0.95 1.00 0.35 1.31 D1 D1 0.13 25%0.42 0.52 0.14 0.66 D2 D2 0.06 2%0.25 0.31 0.04 0.17 E1 E1 0.09 18%0.37 0.47 0.09 0.41 S1 S1 0.04 49%0.62 0.78 0.07 0.31 ON1 ON1 0.06 42%0.57 0.71 0.10 0.44 TOTAL 1.19 49% MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:33:55 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.00 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 166"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-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) THICKNESS ASPHALT DESIGNED 2T*W ASPHALT 2T*WT W P.C. CROSSPAN THICKENED ASPHALT THICKENED ASPHALT THICKNESS DESIGNED AND WALK CURB, GUTTER T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN P.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-A5. 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 14" 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 CommercialTYPE IVATTACHED WALKN.T.S.SECTIONS A-AAPPROACHCLASSIFICATIONTYPESingle Family12'24'I, II, III, or IVCommercialMulti Family36'24'24'36'MINIMUMWIDTHWIDTHMAXIMUMIndustrial24'36'I, II, III, or IVI or IIRESIDENTIAL:*****DRIVEWAY WIDTHS High volume driveways (Type III or IV) allowed for 350 orgreater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shallbe divided w/a median not less than 6' wide.1/4" per ft.1" per ft.1:50 SlopeT WalkGutterSidewalk1:50 (max.) 1:12 AA1:12 (max)6' (min.)Retaining Curb (Optional),See Standard Drawing 1603See Note 3See Note 4See Note 7See Note 5Ramp if walk continueson Private Property.If Concrete DrivewayExpansion Joint1/4" per ft.1" per ft.1" per ft.1:12 (max.)Pedestrian landing area, See note 6FlareI, II, III, or IVGutterSidewalkLip FLBack of curb Right of W a y L i n e NOTE: 1. Concrete driveway must be provided to the property line. 2. 0" Curb Height, See Section A-A 3. Standard Curb and Gutter Section, See Standard Drawing 701 X W X 1:50 (max.) Property LineN.T.S. SECTION A-A 1" per ft. X = Curb Transition Length Y = Parkway Width Varies W = Driveway Width, See Standard Drawing Series 707 T = Concrete Thickness - 6" Residential, 8" Commercial A A PERSPECTIVE 1:50 (max.) x=2' (min.)Driveway Width x=2' (min.) W = Width Refer to Chapter 25 for minimum removal dimensions. Expansion Joint if drive continues as concrete 6" Walk Y 2"ROW YDetachedSidewalk Ramp if necessary Ramp if necessary Varies 1/4" per ft. 1:12 (max.)1/4" per ft.Varies **Varies ** Ramp LengthRamp Length Detached Detached 1" per ft.1:12 (max.)See note 3 See Note 2 See Note 2 See Note 3 ** Ramp length not to exceed 15'-0", slope must be uniform. 12" min - 2" max 1:12 (max.)1:12 (max.)TT NOTES:1. 6' wide pan for residential streets.2. All intersections to have access ramps.3. Standard Curb and Gutter Section, See Standard Drawing 7014. 0" Curb Height, See Section A-A5. 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 engineer7. 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 IIIDETACHED WALKN.T.S.SECTIONS A-A APPROACHCLASSIFICATIONTYPESingle Family12'24'I, II, III, or IVCommercialMulti Family36'24'24'36'MINIMUMWIDTHWIDTHMAXIMUMIndustrial24'36'I, II, III, or IVI or IIRESIDENTIAL:*****DRIVEWAY WIDTHS High volume driveways (Type III or IV) allowed for 350 orgreater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shallbe divided w/a median not less than 6' wide.1/4" per ft.1" per ft.1:50 SlopeT Walk 1:50 1:12 (max.)GutterParkwaySidewalk1:12DetachedAA(max)2'FlareSee Note 4See Note 3If Concrete DrivewayExpansion JointSee Note 61/4" per ft.1" per ft.1:12 (max.)1" per ft.DrivewayFLSee Note 8 I, II, III, or IVSidewalkDetachedVAN-ACCESSIBLEPARKINGMIN.MIN.ONE IN EVERYEIGHT ACCESSIBLESPACES, BUT NOTLESS THAN ONE,SHALL BE VANACCESSIBLE.ONE SIGNPER SPACEREQUIREDREQUIREDPER SPACEONE SIGNREQUIREDPER SPACEONE SIGNCAR ACCESSIBLEVAN ACCESSIBLE"UNIVERSAL DESIGN"CAR & VAN ACCESSIBLEORA "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.THIS DESIGN IS USED TO ACCOMMODATE CAR & VANACCESSIBLE PARKING SPACES, WHICH ELIMINATES THENEED FOR TWO SIGN TYPES.8'5'8'8'8'8'11'5'11'11'5'RESERVEDRESERVEDPARKINGRESERVEDPARKINGR7-8R7-8R7-8Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from 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 post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. 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/Stub Post Size CRITERIA FOR SINGLE POST 36" 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 F Street Curb See Figure 16-1 SW SAMPLEAVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST.L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS *12 Gauge 30"8"8"12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable MaterialsPavementThicknessVaries Varies1" (min.)(See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill 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 of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:33:58 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.01 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 17 ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4"1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minimum 1 4"/ft Maximum 3"/ft (FORT COLLINS ONLY) FIRE LANE NO PARKING STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk AttachedDetached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0"6'-0" T.C.F.L.Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. Radius = 8" 1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches from 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 match style 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 a maximum 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. Material to be approved by local engineer 8. T = Concrete thickness, 6" minimum for entire ramp area. SECTION A-A PLAN VIEW N.T.S. N.T.S. NOTES: 2' Transition (TYP.) 4' (min) 6" 2' 1:20 (max) 1:12 (ma x )  T, See Note 8 0" Curb  Lip of Gutter Detectable Warning A A 1/2" per ft. 1" per ft. Flare Curb Flare Detectable Warning Curb Option, See Note 5 Curb (TYP.)SIDEWALK SIDEWALK0" Curb Height, See Section A-A (TYP) Standard Curb and Gutter, See Standard Dwg 701 (TYP) Pedestrian Landing Area, See Note 2 2' (min) DELINEATORS ARE ROUND SAME 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-APPROVED 35' NOTE: or equivalent. (typical both sides) With curb walk, cover plate extends from property line to top of walk face. 6" VERTICAL CURB, GUTTER, AND SIDEWALK SECTION A-A (2 VIEWS) COMBINATION CURB, GUTTER, AND SIDEWALK center, Nelson Standard Anchor 3" #4 Bar Welded at 12" on L = 1 1/4" x 1 1/4" x 1/4" 5/8" Rolled Steel Tread Plate SECTION C-C 1.0' (minimum) approved by the Engineer. Right of Way line to flow line unless 2. Chase and cover plate run from 1. Length of steel plate varies. Notes: Dimension Variable (diamond pattern) 5/8" Rolled Steel Tread Plate 4'-0" or as Directed Retaining Screws atTop of CurbC B A BC PLAN VIEW A StreetSECTION B-B10 3/8"6" 1 1/4" Attached Ft. Collins onlyDetached Sidewalk finish 12" on center Screw Brass or Electro-galv. 1/2" x 1" Flat Head Mach. threaded to receive screw. Angle iron to be drilled and screw to extend into the Concrete to be drilled to allowLip of Gutterconcrete (typical both sides). (typical both sides)LFSidewalk X (Varies, See Plans Xmax=2.0') d (Varies, See Plans) 20.24 FL2 1 . 5 021.5020.16 FL20.22 FL2 0 . 6 620.728" HDPE OUTFALL PIPE 2' 0.5' 0.5' 7.5' R1' R1' CONCRETE ENCASEMENT FINISHED GRADE MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:34:02 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.02 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 18 CONSTRUCTED W/O VERTICAL CURB SIDEWALK PAVEMENT SECTION NORMAL FLOWLINE VARIES FLUSH CURB ONSITE CONCRETE DETAILS2 C6.02 NOT TO SCALE6"2"R.6"6"12"1 1/2"R. 6" 4 1/2" ONSITE CATCH CURB & GUTTER Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types)0.24"6"2"R. 1 1/2"R. 6" 4 1/2" Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types)0.24"1'-6"6"6"12"2' CONCRETE PAN 2' 6" CONCRETE 6" 6" CURB HAND FORM CURB TRANSITION FROM 6" BARRIER CURB TO 0" 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 & GUTTER 2' CURB CUT 1'-6" CUSTOM SIGN DETAILS4 C6.02 NOT TO SCALE EMERGENCY 18" 12"1" RADIUS (TYP.) NOTE: 1. BOLT SIGN THROUGH POST TOP AND BOTTOM. 1.5" LETTERING WITH HELV NARROW FONTVEHICLES DELIVERY DELIVERY 18" 12"1" RADIUS (TYP.) NOTE: 1. BOLT SIGN THROUGH POST TOP AND BOTTOM. 1.5" LETTERING WITH HELV NARROW FONT 2" LETTERING WITH HELV NARROW FONTPARKING TRUCKS ONLY 2' CONCRETE CHANNEL 2' 6" CONCRETE 6" 6" ONLY 2"R.6"6"12"1 1/2"R. 6" 4 1/2" ONSITE 6" MONOLITHIC CURB DRIVEWAY CR O S S SLOPE VARIES DRIVEWAY & VERTICAL CURB TO BE A MONOLITHIC POURED WITH CONCRETE DRIVEWAY 2.0% SLOPE 2.0% SLOPE 6" 6'-0" 6" 2-1"Ø HO L E S SECTION NOTE: 1. WHEEL STOPS SHALL BE PREFABRICATED UTILIZING GRAY CONCRETE. NOT TO SCALE PREFABRICATED WHEEL STOP 8" OUTFALL CURB CHASE1 C6.02 3 C6.02 2.0% SLOPE NO TURN 18" 12"1" RADIUS (TYP.) NOTE: 1. BOLT SIGN THROUGH POST TOP AND BOTTOM. 1.5" LETTERING WITH HELV NARROW FONT 2" LETTERING WITH HELV NARROW FONT PARKING AROUND DELIVERY 18" 12"1" RADIUS (TYP.) NOTE: 1. BOLT SIGN THROUGH POST TOP AND BOTTOM. 1.5" LETTERING WITH HELV NARROW FONT 2" LETTERING WITH HELV NARROW FONT RIDE SHARE PARKING CAUTION VEHICLE18" 12"1" RADIUS (TYP.) NOTE: 1. BOLT SIGN THROUGH POST TOP AND BOTTOM. 1.5" LETTERING WITH HELV NARROW FONT 2" LETTERING WITH HELV NARROW FONT CROSS TRAFFIC VEHICLES 18" 12"1" RADIUS (TYP.) NOTE: 1. BOLT SIGN THROUGH POST TOP AND BOTTOM. 1.5" LETTERING WITH HELV NARROW FONT STOP AND YIELD TO PEDESTRIANS AND CYCLISTS NOTES: 1.REFER TO LCUASS DETAIL 709 FOR STEEL GRATE AND ANCHOR CONSTRUCTION PLAN VIEW ELEVATION VIEW 7" 6" 8" Ø 7' STEEL GRATE SLOPE OUTFALL PIPE 2' CURB CUT NOT TO SCALE CONCRETE ENCASEMENT 6" SIDEWALK MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:34:04 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.03 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 19 APPROVED: DRAWN BY: DATE REVISED: BEDDING REQUIREMENTS WW-1 NBJ 4/11/11 APPROVED: DRAWN BY: DATE REVISED: SERVICE WYE DETAIL WW-9 NBJ 4/11/11 APPROVED: DRAWN BY: DATE REVISED: TRAFFIC RATED CLEANOUT WW-15 NBJ 4/11/11 NOTES: 1.THE ABOVE PAVEMENT SECTIONS WERE TAKEN FROM THE TERRACON REPORT ENTITLED "GEOTECHNICAL ENGINEERING STUDY AND PAVEMENT THICKNESS DESIGN, PROPOSED HAVEN APARTMENTS, FORT COLLINS, CO", DATED NOVEMBER 12, 2019, KUMAR & ASSOCIATES, INC. REFER TO THIS REPORT FOR PERFORMANCE SPECIFICATIONS AND OTHER RECOMMENDATIONS. HOT MIX ASPHALT AGGREGATE BASE COURSE (CLASS 6) APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) HOT MIX ASPHALT PAVEMENT SECTIONS ONSITE PAVEMENT DETAILS NOT TO SCALE HEAVY DUTY ALT A 4" 8" PORTLAND CEMENT CONCRETE APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) RIGID PAVEMENT SECTIONS HEAVY DUTYLIGHT DUTY 6"7" 1 C6.03 6"HOT MIX ASPHALT APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) HOT MIX ASPHALT AGGREGATE BASE COURSE (CLASS 6) APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) 4" 6" 5.5"HOT MIX ASPHALT APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) HEAVY DUTY ALT B LIGHT DUTY ALT A LIGHT DUTY ALT B MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:34:05 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.04 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 20 MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:34:07 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.05 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 21 3" WATER METER DETAILS1 C6.05 NOT TO SCALE MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:34:09 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.06 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 22 APPROVED: DATE: DRAWN BY: 1/12/00 SKC STANDARD CONCRETE NOTES APPROVED: DATE: DRAWN BY: 2/22/05 TDC ADVANCED DRAINAGE SYSTEMS, INC. R ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DIA. DET/RET SYSTEM STD-101D © NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION 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 CLASSIFICATIONS ARE PER THE LATEST VERSION OF ASTM D2321. CLASS IVB MATERIALS (MH, CH) AS DEFINED IN PREVIOUS VERSIONS OF ASTM 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 REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT 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 FOR MATERIAL SPECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS 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 OF A SOIL EXPERT. 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II, III, OR IV IN THE PIPE ZONE EXTENDING TO THE CROWN OF THE PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION 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) FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS; 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) OF COVER FOR 60" (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. 7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.04. TABLE 1, RECOMMENDED MINIMUM TRENCH WIDTHS TABLE 2, MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS * VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER TABLE 3, MAXIMUM COVER FOR ADS HP STORM PIPE, ft FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE UNIT WEIGHT OF SOIL (үs) = 120 PCF HP STORM TRENCH INSTALLATION DETAIL SURFACE LIVE LOADING CONDITION PIPE DIAM.H-25 HEAVY CONSTRUCTION (75T AXLE LOAD) * 12" - 48"12"48" (300mm - 1200mm)(305mm)(1219mm) 60"24"60" (1500mm)(610mm)(1524mm) CLASS I CLASS II CLASS III CLASS IV PIPE DIA COMPACTED 95%90%85%95%90%95% 12"41 28 21 16 20 16 16 (300mm)(12.5m)(8.5m)(6.4m)(4.9m)(6.1m)(4.9m)(4.9m) 15"42 29 21 16 21 16 16 (375mm)(12.8m)(8.8m)(6.4m)(4.9m)(6.4m)(4.9m)(4.9m) 18"44 30 21 16 22 17 16 (450mm)(13.4m)(9.1m)(6.4m)(4.9m)(6.7m)(5.2m)(4.9m) 24"37 26 18 14 19 14 14 (600mm)(11.3m)(7.9m)(5.5m)(4.3m)(5.8m)(4.3m)(4.3m) 30"39 27 19 14 19 15 14 (750mm)(11.9m)(8.2m)(5.8m)(4.3m)(5.8m)(4.6m)(4.3m) 36"28 20 14 10 14 11 10 (900mm)(8.5m)(6.1m)(4.3m)(3.0m)(4.3m)(3.4m)(3.0m) 42"30 21 14 10 15 11 10 (1050mm)(9.1m)(6.4m)(4.3m)(3.0m)(4.6m)(3.4m)(3.0m) 48"29 20 14 9 14 10 10 (1200mm)(8.8m)(6.1m)(4.3m)(2.7m)(4.3m)(3.0m)(3.0m) 60"29 20 14 9 14 10 9 (1500mm)(8.8m)(6.1m)(4.3m)(2.7m)(4.3m)(3.0m)(2.7m) PIPE DIAM.MIN. TRENCH WIDTH 12"30" (300mm)(762mm) 15"34" (375mm)(864mm) 18"39" (450mm)(991mm) 24"48" (600mm)(1219mm) 30"56" (750mm)(1422mm) 36"64" (900mm)(1626mm) 42"72" (1050mm)(1829mm) 48"80" (1200mm)(2032mm) 60"96" (1500mm)(2438mm) NOT TO SCALE HP STORM PIPE INSTALLATION DETAILS1 C6.06 NOT TO SCALE CDOT TYPE R INLET DETAILS2 C6.06 MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:34:13 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.07 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 23 NOT TO SCALE NYLOPLAST DRAIN BASIN INSTALLATION DETAILS1 C6.07 REV J7001-110-011DWG NO.1 OF 1SHEET1:1SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 36 IN DRAIN BASIN SPECIFICATIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 3-10-00DATE CJADRAWN BY 02-21-18 NMH ® ©2013 NYLOPLAST THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:34:16 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.08 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group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aCLEAR OR APPROVED EQUAL. PLAN VIEW 36 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 BAR 3 IN. CIR. D SECTION A-A SECTION B-B 12 IN. LAP H AND FLOOR 6 IN. TYPICAL WALLS DRAINAGE SLOPE FOR INLET AND FLOW LINE OF CONDUIT 1.65 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. STEP SPACING 14 IN.14 IN. BOTTOM OF BIORETENTION POND ELEV. 5022.50 HDPE PIPE I.D. HDPE PIPE O.D. CONC. PAN (SOUTH) INV.5020.64 #4 AROUND PIPE ELEV. 5022.24 INLET GRATES 18" 15" 100-YEAR ORIFICE PLATE A 5/16" THICK GALVANIZED STEEL PLATE PLATE CENTERED OVER 8" PIPE OPENING IN WALL 1/2" Ø HOLES FOR 3/8" Ø EXPANSION BOLTS EMBEDDED 2" INTO CONCRETE WALL @ 6" O.C. MIN. 4 1/16" Ø ORIFICE RECONSTRUCTED RETAINING WALL TOP OF GRATE ELEV. 5023.00 ORIFICE PLATE A (SEE DETAIL) AA B B POND C OUTLET STRUCTURE DETAILS NOT TO SCALE 3 C6.08 NO. 12 GRATE AND FRAME BY MaCLEAR OR APPROVED EQUAL. PLAN VIEW 36 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 BAR 3 IN. CIR. D SECTION A-A SECTION B-B 12 IN. LAP H AND FLOOR 6 IN. TYPICAL WALLS DRAINAGE SLOPE FOR INLET AND FLOW LINE OF CONDUIT CTRS. (TYP.) #4 @ 12 IN. 2 IN. CIR L.F. 3 IN. CIR. O.F. 36 IN. 6 IN.24 IN. 12 IN. MAX. STEP SPACING 14 IN.14 IN. HDPE PIPE I.D. HDPE PIPE O.D. INV. 5020.47 #4 AROUND PIPE INLET GRATES 18" 15" 100-YEAR ORIFICE PLATE 5/16" THICK GALVANIZED STEEL PLATE PLATE CENTERED OVER 8" PIPE OPENING IN WALL 1/2" Ø HOLES FOR 3/8" Ø EXPANSION BOLTS EMBEDDED 2" INTO CONCRETE WALL @ 6" O.C. MIN. 2 5/8" Ø ORIFICE RETAINING WALL BOTTOM OF POND C ELEV. 5023.00 ORIFICE PLATE (SEE DETAIL) AA B B INV. 5020.73 #4 AROUND PIPE 0.92 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 AND PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS. 6.TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTED AFTER GALVANIZING. CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST. GENERAL NOTES 2. 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 SHALL CONTRACTOR HAS THE OPTION TO PROVIDE ENHANCED SURFACE TREATMENT OR 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 SUBGRADE LANDSCAPE WALL (SEE LANDSCAPE PLANS) POND OUTLET PIPE W/ ORIFICE PLATE MIN. 30-MIL PVC LINER WALL DRAIN TO BE CONNECTED DOWNSTREAM OF POND OUTLET STRUCTURE POND C LANDSCAPE WALL DETAIL NOT TO SCALE 1 C6.08 6" OPENING IN CONCRETE PROJECT SPECIFIC NOTES: 1.CONTRACTOR SHALL CONFIRM ALL ROOF DRAIN LOCATIONS AND SIZE OF DOWNSPOUT ADAPTERS WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. 2.WATERTIGHT JOINTS SHALL BE USED ON ALL ROOF DRAIN CONNECTIONS 1.5' RETAINING WALL PROPOSED 8" HDPE STORM DRAIN 22.62 22.68 22.62 23.10 TOW 22.68 23.69 TOW 24.19 FG 23.69 TOW 23.19 TOW 22.68 22.58 FG23.10 TOW 22.60 FL 22.58 FL 22.58 23.10 TOW23.15 TOW 22.64 22.65 22.66 22.64 22.65 23.33 TOW 22.65 22.64 22.65 23.10 TOW 23.10 TOW 2' 0.5' 0.5'0.32' 0.82' 0.5' 8" Ø 0.67' 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 SLAB 3' TURF REINFORCEMENT MATTING 1.5' 0.67' 22.61 22.61 23.15 TOW MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:34:19 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.09 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 25 NOT TO SCALE POND B FORE-BAY1 C6.09 NOTES 1.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 VIEW WELDED WIRE FABRIC 6X6 - W 1.4 X W 1.4 REBAR DETAIL WELDED WIRE FABRIC 6X6 - W 1.4 X W 1.4 IN BASE SLAB 3" CLEARANCE TOP AND BOTTOM #4 @ 18" O.C. BENT TIE BAR 3" #4 CONTINUOUS 12" TO 18"#4 @ 18" O.C. 7" BENT BAR DETAIL 10" 10" 8"18" 6" 6" 12" 8" Ø 1.33' 1.5'NORTH0 1'2' SCALE: 1" = 1' 1/2' NORTHWESTERN CONCRETE WALL SOUTHEASTERN CONCRETE WALL 3' TURF REINFORCEMENT MATTING MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:34:21 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.10 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 26 NOT TO SCALE UNDERGROUND WATER QUALITY SYSTEM DETAILS1 C6.10 MAXIIIMO DEVELOPMENT GROUP06/09/2021U19031 1" = N/A 1" = N/AAPEX-HAVEN APARTMENTS6/9/202110:34:23 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U19031 - HAVEN APARTMENTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSKRBCDBC6.11 28CONSTRUCTION DETAILSPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UNITED CIVIL Design Group LLC 27 CWA VEHICLE CONTROL TRACKING PAD NOT TO SCALE CONCRETE WASHOUT AREA NOT TO SCALE 1 C6.11 2 C6.11 VTC DANDY CURB BAGTM OVERFLOW GAP CURB AND GUTTER INLET CURB FILTER LOW PROFILE WITH GUTTER FOR SAFETY AND CURB APPEAL LIFTING STRAPS STORM SEWER GRATE COMPLETELY COVERED BY HI-FLOW FABRIC DANDY BAG VELCRO CLOSURE LIFT STRAPS USED FOR EASY MOVEMENT AND INSPECTION OF UNIT STORM SEWER GRATE DANDY BAGR STORM SEWER GRATE R DANDY CURBTM MANHOLE CURB OPENING WITHOUT GRATE CURB FILTER OVERFLOW GAP AGGREGATE POUCH INLET FILTER DETAILS NOT TO SCALE STABILIZED STAGING AREA DETAIL NOT TO SCALE COMBINATION INLET FILTER - DP1 TYPE R INLET FILTER - DP2 AREA INLET FILTER - DP3 NOTES: 1.INLET FILTERS SHALL BE DANDY PRODUCTS AS SHOWN OR APPROVED EQUAL. PLAN VIEW REFERS TO DANDY PRODUCTS AS "DP-#" AS DESIGNATED ON THIS DETAIL. 4 C6.11 5 C6.11 APPROVED: DATE: DRAWN BY: 12/27/00 NBJ APPROVED: DATE: DRAWN BY: 01/03/01 NBJ ROCK SOCK DETAIL NOT TO SCALE 3 C6.11 UPDNUPUPUPUPUPRISERHYDWSEG DELIVERYRIDESHAREPARKINGONLYPERMIT 1 PERMIT 2 PERMIT 3 PERMIT 4 EV READY STALL DELIVERYRIDESHAREPARKINGONLY3-POINT TURNAROUND AREAONE WAYONE WAY1239756810NO DISTURBANCE TOTREES WEST OFEXISTING BIKE PATH: ALLTREES TO REMAIN11121314151617NO DISTURBANCETO TREES WESTOF EXISTING BIKEPATH: ALL TREESTO REMAIN4ALL EXISTING TREES AND LANDSCAPINGON APEX APARTMENTS TO REMAIN ANDBE PROTECTEDEXISTING APEX APARTMENTSLANDSCAPING TO REMAINWEST PROSPECT ROADEXISTING APEXMULTI-FAMILY BUILDINGEXISTINGDETENTIONPONDEXISTING 10'MULTI-MODAL PATHBUILDING 1(MULTI-FAMILY)BUILDING 2(EXISTINGHOME)BUILDING 3(EXISTING HISTORICDESIGNATED HOME)R.O.W.EXISTING MULTI-MODALWALKEXISTINGGARAGEEXISTING PATIOAREA AND TABLESEXISTINGPATIO AREAEXISTINGPERGOLADETENTION PONDNEW TRANSFORMEREXISTINGTRANSFORMEREXISTING TREE LAWN AND TREESDOGPOCKETPARKEX. TRASH(4) 4 CY binsEXISTING PARKINGLOTEXISTING FIXEDBIKE PARKING (6)FDCEXISTING 16'-0"EMERGENCY & PEDESTRIANACCESS CONNECTIONTO LAKE STREETEXISTINGDETENTIONPONDEXISTINGGARAGE/SHEDEXISTINGGARAGE/SHEDEXISTINGRESIDENTIALHOME (714 WPROSPECT)RETAINING WALL (REFER TOCIVIL PLANS FOR MOREINFORMATION). DO NOT OVEREXCAVATE NEAR DRIP LINE OFTREES. CUT AND PULL AWAYFROM TREE, NOT TOWARDTREE.EXISTING RETAININGWALL181920TREE PROTECTION FENCINGTO BE INSTALLED PRIOR TOAND DURING CONSTRUCTION9'-0"BUILDING FOUNDATION. DO NOTOVER EXCAVATE NEAR DRIPLINE OF TREE #19. CUT ANDPULL AWAY FROM TREE, NOTTOWARD TREE.TREE PROTECTION NOTES:1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESSNOTED ON THESE PLANS FOR REMOVAL.2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST ORFORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BEPERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGEFENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THEDRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREEPROTECTION ZONE.5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE ANDDISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF ATREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY ANDUTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3)ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROMSTAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BEACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGERDISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THECHART BELOW:TREE DIAMETER AT BREAST HEIGHT (INCHES)AUGER DISTANCE FROM FACE OF TREE (FEET)0-213-425-9510-141015-1912Over 19159.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGISTOR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TOTHE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVESTO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY.TREE MITIGATION CHARTTREESPECIESDIAMETERCONDITIONACTIONMITI. TREES REQ'DNOTES1COTTONWOOD29" (FOUR STEMS 4-6")FAIR - REMOVE2.52COTTONWOOD30" (10 SUCKERS 2-6")POOR +REMOVE23MULTI-STEM (7) BOXELDER2-5"FAIRREMOVE04SPRUCE22"FAIRPROTECT2.5REFER TO NOTE #155SPRUCE33"FAIRREMOVE1IPS BEETLE INFESTATION6SPRUCE25"FAIRREMOVE1IPS BEETLE INFESTATION7SPRUCE23"FAIR -REMOVE1IPS BEETLE INFESTATION8SPRUCE28.5"FAIR -REMOVE1IPS BEETLE INFESTATION9SPRUCE30"FAIR - REMOVE1IPS BEETLE INFESTATION10PLUM4"DEADREMOVE011SIBERIAN ELM38"FAIR -REMOVE3.512NORWAY MAPLEMULTI-STEM 4-7"FAIR -REMOVE1.513SIBERIAN ELM24"DEADREMOVE0CONFIRM IF ON PROPERTY14SIBERIAN ELM5"FAIR - REMOVE0CONFIRM IF ON PROPERTY15BLUE SPRUCE5"FAIR -PROTECT1REFER TO NOTE #1516HONEYLOCUST18"FAIR -PROTECT217SIBERIAN ELM(5) STEM 4-5"POORREMOVE0TOTAL MITIGATION TREES REQUIRED: 14.5TOTAL MITIGATION TREES PROVIDED: 18TREE MITIGATION LEGEND:PROTECT EXISTING TREEREMOVE EXISTING TREECRITICAL ROOT ZONE ANDINTERIOR CRITICAL ROOT ZONETREE PROTECTION FENCINGOFFSITE TREESTREESPECIESDIAMETER18OAK13"19OAK36"20SIBERIAN ELM18"CONDITION OF APPROVAL: EXISTINGSPRUCE TREES (REFER TO TREEPROTECTION PLAN) SHALL BE INSPECTEDAND TREATED AS REQUIRED ANNUALLYFOR DISEASE AND INSECT PROBLEMS BY ACERTIFIED ARBORIST.010'20'20'40'N O R T HSheetSheet NameChecked By:Drawn By:Date:CRSL06.09.2021APEX-HAVEN APARTMENTSFINALDEVELOPMENTPLANTR101TREE PROTECTIONPLAN