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SALUD FAMILY HEALTH CENTER LOT 4 - FDP200011 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANS
LAPORTE AVEN TAFT HILL RDN SHIELDS ST W VINE DRW MULBERRY STCOMMERCIAL LOCAL STREET(72' ROW)2-LANE ARTERIAL STREET(80' ROW)LAPORTE AVENUE - EASTBOUNDSALUD DRIVEOCTOBER 2021CONTACT INFORMATIONPROJECT TEAM:Northern Engineering Services, Inc.Danny Weber, PE301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158Northern Engineering Services, Inc.Bob Tessely, PLS301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158ENGINEERNGIEHTRONRNENGINEERNGIEHTRONRNI hereby affirm that these finalconstruction plans were preparedunder my direct supervision, inaccordance with all applicable Cityof Fort Collins and State ofColorado standards and statutes,respectively; and that I am fullyresponsible for the accuracy of alldesign. revisions, and recordconditions that I have noted onthese plans.These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibilityby the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctnessof the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantitiesrequired. The review shall not be construed for any reason as acceptance of financial responsibility by the City of FortCollins for additional quantities of items shown that may be required during the construction phase.DISCLAIMER STATEMENT:CERTIFICATION STATEMENT:PROJECTLOCATIONVICINITY MAPNORTHSITE ENGINEERSURVEYORPROJECT DATUM: NAVD88CITY OF FORT COLLINS BENCHMARK 10-07SOUTHEAST CORNER OF TAFT HILL RD. AND LAPORTE AVE. ON THE NORTHEAST WINGWALL OF THE BRIDGE OVER AN IRRIGATION DITCH.ELEVATION=5062.84CITY OF FORT COLLINS BENCHMARK 31-97SOUTHWEST CORNER OF LAPORTE AVE. AND SHIELDS ST. ON A CONCRETETRAFFIC SIGNAL BASE.ELEVATION=5023.65PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIORCITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUM'S.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIREDFOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'.BASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE SOUTH LINE OF THE NORTHWEST QUARTER OFSECTION 10, TOWNSHIP 7 NORTH RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH89°14'44" EASTNorthern Engineering Services, IncNE Project No. 1067-001Date: February 13, 2015ORIGINAL FIELD SURVEY BY:PROJECT BENCHMARKS:SHEET INDEX1CS1COVER SHEET2CS2GENERAL AND CONSTRUCTION NOTES3CS3EROSION CONTROL NOTES4EX1EXISTING CONDITIONSPHASING SHEETS5-6PH1-PH2PHASE 1 DETAILS7PH3PHASE 2 DETAILS8PH4PHASE 3 DETAILS9PH5PHASE 4 DETAILSPAVING & HORIZONTAL CONTROL SHEETS10PV1PAVING PLAN11-13HC1-HC3HORIZONTAL CONTROL PLANUTILITY SHEETS14U1UTILITY PLAN15-16SS1-SS2SANITARY SEWER A PLAN & PROFILE17ST1STORM DRAIN 1 & 2 PLAN & PROFILE18ST2STORM DRAIN 2B & 2D PLAN & PROFILE19ST3STORM DRAIN 3 PLAN & PROFILEGRADING SHEETS20OG1OVERALL GRADING PLAN21-23G1-G3GRADING PLANSTREET SHEETS24-25R1-R2SALUD DRIVE PLAN & PROFILE26R3INTERIM LAPORTE AVENUE PLAN & PROFILE27R4ULTIMATE LAPORTE AVENUE PLAN & PROFILE28-29R5-R6SIGNAGE AND STRIPING PLAN30XS1INTERIM LAPORTE AVENUE ROADWAY CROSS SECTIONS31INT1INTERSECTION DETAILSDETAIL SHEETS32-34D1-D3UTILITY DETAILS35-37D4-D6DRAINAGE DETAILS38-39D7-D8SITE DETAILS40D10BOX CULVERT DETAILSDRAINAGE SHEETS41ER1EROSION CONTROL PLAN42-43ER2-ER3EROSION CONTROL DETAILS44DR1DRAINAGE EXHIBIT45DR2FLOODPLAIN EXHIBITFINAL UTILITY PLANS FORTRACTS OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OFFORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (1750, 1824, & 1830 WEST LAPORTE AVENUE)SALUD FAMILY HEALTH CENTERCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRUTILITY CONTACT LIST: *UTILITY COMPANY* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility forthe accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility forlocating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center ofColorado (UNCC) at 811 for additional information.PHONE NUMBERGAS-----------------Xcel Energy-----------------------------Stephanie Rich(970) 225-7857ELECTRIC--------City of Fort Collins Light & Power--Justin Fields(970) 224-6150CABLE-------------Comcast----------------------------------Don Kapperman(970) 567-0425TELECOM.--------CenturyLink-------------------------------William Johnson(970) 377-6401WATER------------City of Fort Collins Utilities-----------Shane Boyle(970) 221-6339WASTEWATER--City of Fort Collins Utilities-----------Shane Boyle(970) 221-6339STORMWATER-City of Fort Collins Utilities-----------Wes Lamarque(970) 416-2418John SantistevanSalud Family Health Centers203 S. Rollie AvenueFort Lupton, CO 80621(303) 892-6401PLANNER/LANDSCAPE ARCHITECTDEVELOPER/APPLICANTRipley Design, Inc.419 Canyon Avenue, Suite 200Fort Collins, CO 80521(970) 224-5828■ land planning ■ landscape architecture ■■ urban design ■ entitlement ■ARCHITECTTW Beck Architects170 South St. Vrain Ave.PO Box 57Estes Park, CO 80517(970)586-3913SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\1067-001_COVR.dwg LAYOUT NAME: CS1 DATE: Oct 27, 2021 - 10:14am CAD OPERATOR: christianLIST OF XREFS: [Ripley Design] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45TRAFFIC ENGINEERMatt Delich, PEDelich Associates2272 Glen Haven DriveLoveland, Colorado 80538(970) 669-2061LARIMER AND WELD IRRIGATIONDITCH COMPANYCS1COVER SHEET1 CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRA. GENERAL NOTES1.All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in theLarimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans andthe specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by theCity of Fort Collins.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 City of Fort CollinsEngineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior tocommencement 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 City of Fort Collins, asbeneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of FortCollins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted bylaw, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against allliabilities, claims, and demands which may arise from any errors and omissions contained in these plans.5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards andspecifications current at the date of approval of the plans by the City of Fort Collins Engineer.6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be theresponsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencingnew 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 beginningexcavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are tobe 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 theseplans.8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company forany 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 theengineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work isaccomplished 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 utilityprovider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utilityprovider, 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 andsanitary sewer should be constructed prior to installation of the water lines and dry utilities.13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by theWater Utility.14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water isdischarged 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 Departmentof Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance ofonsite drainage facilities shall be the responsibility of the property owner(s).17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must besubmitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department atleast two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall besubmitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowedprior to certification per the Development Agreement.18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwaterseepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained asa result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.19.All recommendations of the Final Drainage Report for Salud Family Health Center dated June 24, 2020 by Northern Engineering Services,Inc., 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 shallbe 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 anddebris 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 the City of Fort Collins street inspector.22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development ConstructionPermit 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 the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion ControlInspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and allpublic improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, theDeveloper may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept theimprovement 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 trenchwork is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does notcorrespond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavementsection or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all finalsoils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector aminimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occuruntil the City of Fort Collins 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 gutterflowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor mustcertify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall benoted in the letter and then resolved with the City of Fort Collins 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 bestubbed 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 Flood Plain Resolution should be referred to for additionalcriteria 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 asestablished 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 anytree 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, andsecurity. 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. (Thethe City of Fort Collins, Larimer County, Colorado), 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 the City of Fort CollinsTraffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractormoves 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 theDevelopment's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directingtraffic access to and from the Development.34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no siteconstruction activities on Sundays or holidays, unless there is prior written approval by Larimer County.35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown onthese 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 Designerfor 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 andspecifications, 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 orspecifications, the Developer shall contact the Designer and the City of Fort Collins 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 availableto the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of FortCollins Engineer.40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project aswell as the basis of bearings. The information shall be as follows:PROJECT DATUM: NAVD88CITY OF FORT COLLINS BENCHMARK 10-07SOUTHEAST CORNER OF TAFT HILL RD. AND LAPORTE AVE. ON THE NORTHEAST WINGWALL OF THE BRIDGE OVER AN IRRIGATION DITCH.ELEVATION=5062.84CITY OF FORT COLLINS BENCHMARK 31-97SOUTHWEST CORNER OF LAPORTE AVE. AND SHIELDS ST. ON A CONCRETE TRAFFIC SIGNAL BASE.ELEVATION=5023.65PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUM'S.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWINGEQUATION SHOULD BE USED:NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'.BASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH RANGE 69WEST OF THE 6TH P.M. AS BEARING SOUTH 89°14'44" EAST41.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 restoredin like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvementsand/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. Theexisting street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall bedone in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existingsurface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of theentire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by theLarimer County Engineer and/or the City of Fort Collins 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 beforeconstruction, 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 City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material andworkmanship defects for a minimum period of two years from the date of acceptance.47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainagestructures and pipes, for the following private streets: N.A.48.Approved Variances are listed as follows: N.A.CONSTRUCTION NOTESA. Grading and Erosion Control Notes1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc).All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in theapproved project schedule, construction plans, and erosion control report.4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping theproperty sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintainingall erosion control facilities shown herein.5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall belimited to the area(s) required for immediate construction operations, and for the shortest practical period of time.6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughenedcondition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soilsin areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before requiredtemporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed asnecessary in order to ensure the continued performance of their intended function.b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion controlinspector.c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sedimentand debris from all drainage infrastructure and other public facilities.9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other publicrights of way, and make sure streets and walkways are cleaned at the end of each working day.10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as notto cause their release into any waters of the United States.11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening,watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the projectand before turning the maintenance over to the City/County or Homeowners Association (HOA).13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of anypollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concretetruck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures arenecessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, andfederal regulations.14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washoutmaterial and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities theconcrete washout material will be removed and properly disposed of prior to the area being restored.15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implementwhatever measures are determined necessary, as directed by the City.B. Street Improvement Notes1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listedhere.2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer forapproval, 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 existingedge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a cleanconstruction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins 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 thesubgrade has been inspected and approved by the City of Fort Collins Engineer.5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjustingrings 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. Theexisting street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done inconformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. Thedetermination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated withadjacent landowners such that future projects do not cut the new asphalt overlay work.7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement)and as per the Right-of-Way Work Permit traffic control plan.8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation ofasphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drainproperly.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 afull depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" willbe required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shallnot travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, asdetermined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presenceof an Inspector.C. Traffic Signing and Pavement Marking Construction Notes1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and MarkingConstruction 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 the City of Fort Collins 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 andplacement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation ofstriping 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 City of Fort Collins Traffic Engineer. All discrepanciesidentified 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 ofFort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineerdetermines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage andstriping shall fall under the requirements of the 2-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.D. Storm Drainage Notes1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance ofonsite drainage facilities shall be the responsibility of the property owner(s).2.All recommendations of the Final Drainage Report for Salud Family Health Center dated June 24, 2020 by Northern Engineering Services,Inc., shall be followed and implemented.3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must bysubmitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department atleast two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall bysubmitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowedprior to certification per the Development Agreement.E. Utility Notes1.All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date ofconstruction.2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by thewater utility.3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.4.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 andASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracerwire 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 tracerwire test lid per City Water Detail 25.SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\1067-001_COVR.dwg LAYOUT NAME: CS2 DATE: Oct 27, 2021 - 10:14am CAD OPERATOR: christianLIST OF XREFS: [Ripley Design] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45CS2AND CONSTRUCTION NOTES GENERAL 2 CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\1067-001_COVR.dwg LAYOUT NAME: CS3 DATE: Oct 27, 2021 - 10:14am CAD OPERATOR: christianLIST OF XREFS: [Ripley Design] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45CS3EROSION CONTROL NOTES3 G. STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS)General Erosion Control RequirementsThese notes are a summary for the legal requirements, that are set forth in the Fort Collins StormwaterCriteria 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 thedeveloping entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion ControlCriteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with theseConstruction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and areoutlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what isneeded 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, theDevelopment Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials areapplicable to this project.3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until finalstabilization 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 onthis 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 thoseInitial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin withoutdelay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can resultin further enforcement actions.5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leewardproperties. 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 aresult 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 constructionactivities commencing.8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures inaddition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measuresthat are most effective with the current state and progress of construction. The Developer shall implement whatever measures aredetermined 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 inspectionsand 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 exceedthe most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollutionsource 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 ConstructionActivity, Dewatering, Clean Water Act, Army Corps of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to therelevant 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, andself-inspections, etc. of the Control Measures involved in the construction activities.12.The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plansfor the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion ControlInspector 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 legalauthority.15.As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannotbe justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of theManual.16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeksduring construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained bythe contractor.17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of theirintended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner andlocation 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 greaterprotection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattlealone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompaniedby 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 requirethe review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These ControlMeasures’ details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon thefunctionality and effectiveness in accordance with sound engineering and hydrological practicesLand disturbance, Stockpiles, and Storage of Soils20.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must bepreapproved 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 vegetationshall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should includesequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit gradingto small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes placeshortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilizedcondition. 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 toprevent 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 roughenedcondition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soilsurface 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 surfaceroughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind inaccordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and nolater than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shallhave a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape tothe 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 requirederosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved projectschedule, 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 beprotected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where theprotection 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 constructionactivity 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 hardscapeshall 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 sedimenttransport 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 temporaryseeding 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 otherwiseapproved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporaryerosion 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 tothe 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 Detailsfor further clarification.Vehicle Tracking32.At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.)shall have installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequateperimeter 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 isrequired. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into thedrainage system.34.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto citystreets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or privateproperty if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional orinadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timelyand immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in thestreet 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 ErosionControl Inspector.Loading and Unloading Operations36.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the sitein close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicletracking, and sediment deposition that could impact water quality.Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals37.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material duringroutine 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 wherepractical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater orstormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), andsealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequatelysized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall bemonitored as part of the routine inspections.Vehicle and equipment maintenance and fueling39.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuelstorage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures ordrainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close.Significant Dust or Particulate generating Process40.The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All landdisturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacentproperties and community health. All required practices shall be implemented and additional ones shall be followed. These practices includewatering 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 equipment41.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. TheseControl Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainageways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash fromleaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measureshall 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 notwashing or dumping wash water on to the dirt or other uncontrolled locations.Dedicated Asphalt and concrete batch plants43.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressedwritten request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically theErosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plantsthat is to be used on site.Concrete Saw Cutting Materials44.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shallprevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of allmaterial and shall have proper and legal disposal.Waste Materials Storage and Sanitary Facilities45.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interimstormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out ofthe wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, andfollow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep theconstruction 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. Thesefacilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent materialtransport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent orinterim drainage ways.Other Site Operations and Potential Spill Areas47.Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no waythreaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. Forany significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has beennotified 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 Citywithin 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 asthese have proven to cause entrapment issues.Final stabilization and project completion49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion ofthe project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long termmaintenance 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 andper City of Fort Collins standards 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 Sections12-130 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 or the Erosion Control 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 asprescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopessteeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as twoseparate 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 appliedtackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degradedbefore vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with anerosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnotproduce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanenterosion 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 ManualChapter 4: Construction Control Measures.57.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has beenobtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removedfrom the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment anddebris 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 Measureremoved from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to theappropriate parties. E XXX20" W20" W20" W20" W20" W20" W20" W20" W20" W20" WCTVCTVCTVCTVCTVGGGGGGGGGGGGGEEEEGGGGGGGEEGEE XXXXEGGGGGGGGGGW W W WW FOFOFOFOFOWWWWWWCTVGE E E E EEW W GGFO FOFOFO FOOHEOHEOHEOHEOHEFOFOFOFOFOE MFO FO FOTE O H EFO XX ELECV.P.V.P.X XXXXGVXEXELECELECV.P.E E ACACCONTROLIRRV.P.V.P.XXXXXXXXXXXXXX X X X X XXXXXXSS XXXXXXXOHEOHEXXXXXXXXXXXX X X XXXX X X XXXXXXXXXXXXXXXXXXXXX XGO H E T T T T CTVCTVEEXXX6" SS6" SS6" SS6" SS6" SS6" SS6" SS6" SS6" SS6" SS6" SS6" SSWVWVH2OH2OH2OWVWVWVVAULTELECTCSFOFOTTFOFOWVMVAULTF.O.ACACACELECELECELECELECCSSWVWVWVMWWMWMMH2OACV.P.V.P.GASV.P.V.P.MHELECCELECMTCELECELECELECELECTCCH2OWTELECVAULTF.O.VAULTELECCSTGASV.P.MHV.P.V.P.V.P.CELECELECELECMCTTELECELECELEC6" SS 6" SS 6" S S 6" S S 6" S S 6" S S X X XVAULTELECVAULTELECVAULTELECVAULTELECVAULTELECCABLEVAULTELEC EEEE E E E E E E E E E E E E E E E E E E E E EWVAULTELECCCutilCMWWH2OHYDWVWVWVWVWVWVHYDXX WVWCSWSSSWX WWGABRIEL PROPERTIES, LLCDAVID & GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTERNEST M. &KRISTEN K.SCHMIDTBERGERERNEST M. &KRISTEN K.SCHMIDTBERGERCITY OF FORT COLLINSLAPORTE AVENUE LLCLAPORTE AVENUE LLCJACOBBROADCASTINGOF COLORADOJACOB BROADCASTING OF COLORADOEXISTING ONE-STORYBUILDINGEXISTING ONE-STORYBUILDINGEXISTING FHEXISTING 20" CAST IRON WATER MAINEXISTING GASEXISTING FIBER OPTICEXISTING FIBER OPTICEXISTING ELECTRIC VAULTEXISTING LIGHTPOLEEXISTING MAILBOXEXISTING WATER SERVICEEXISTING WATER SERVICEEXISTING ELECTRIC SERVICEEXISTING GAS SERVICEEXISTING FIBER OPTICSERVICEEXISTINGONE-STORYSTRUCTUREEXISTING GRAVEL DRIVEEXISTING CONCRETE WALKEXISTING STRUCTURESEXISTING FIBER OPTIC SERVICEEXISTING BRIDGELARIMER COUNTY CANAL #2EXISTING ELECTRIC UTILITIESDAVID & GRETCHEN OSBORNGABRIEL PROPERTIES, LLCEXISTING FENCEEXISTING FENCEEXISTING CONCRETE LOADING DOCKEXISTING CONCRETE PADEXISTING CONCRETE WALKEXISTING STRUCTURESEXISTING LIGHTPOLEDAVID & GRETCHEN OSBORNLAPORTE AVENUE64' ROW80' ROW 60' ROW EXISTING 100-YR FLOODPLAINEXISTING FLOODWAYEXISTING ASPHALTNATURAL HABITATBUFFER ZONENATURAL HABITATBUFFER ZONENATURAL HABITATBUFFER ZONE450' TEMPORARY LIMITS OFDEVELOPMENT FORRED-TAILED HAWK NESTRED-TAILED HAWK NESTAPPROXIMATE LOCATION10' POWER LINEEASEMENT (BOOK1599 PAGE 612)EXISTING BRIDGEPOWER LINESEASEMENT (BOOK 1599PAGE 612)EXISTING FLOODWAYEXISTING 100-YR FLOODPLAINEXISTING 6" SANITARY SEWER SERVICEEXISTING TRANSFORMERSEXISTINGSANITARY SEWERCANAL CROSSING25' UTILTIY EASEMENT(REC. NO. 20120012756)TO BE VACATEDEXISTINGELECTRICEXISTINGELECTRICEXISTINGGASLINEEXISTINGWATERSERVICESEXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALNOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORTCOLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILLACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE ASRECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROADAND CAN BE REACHED AT (970) 482-1249.6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.7.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES ANDPOTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OFANY POTENTIAL CONFLICTS.8.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEETOF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROMFEBRUARY 15 THROUGH JULY 15.EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROPERTY BOUNDARYEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING MONITORING WELLVAULTELECCONTROLIRREXISTING LOT LINEEXISTING TREESEXISTING ELEC/TVE/TVCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )01 INCH = 60 FEET6060120180SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Exist\1067-001_ECON.dwg LAYOUT NAME: EX1 DATE: Oct 27, 2021 - 10:15am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xTOPO] [1067-001_KEYMAP] [1067-001_xFLD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45KEYMAPEX1TREE DIAMETER ATBREAST HEIGHT (INCHES)AUGER DISTANCE FROMFACE OF TREE (FEET)0-213-425-9510-141015-1912OVER 19151.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANYNATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTEDON THESE PLANS FOR REMOVAL.2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUTOR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HASEVALUATED AND APPROVED THE DISTURBANCE.3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINSFORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY ABUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSEWHERE REQUIRED BY CODE.4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALLPROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING AMINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSERTHAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVERIS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT,MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALLPREVENT 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 A TREEWITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANYPROTECTED TREE.7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROMCONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITYEASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCINGAROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BEACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEETAPART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDEPERIMETERS OF SUCH AREAS BEING CLEARED.8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTUREREQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BYBORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUMDEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROMTHE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER ATBREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRDNESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NOACTIVE NESTS IN THE AREA.10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION.1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVELANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLEUSES WITHIN THE NATURAL HABITAT BUFFER ZONES.TREE PROTECTION NOTESNATURAL HABITAT BUFFER ZONESEX1EXISTING CONDITIONS4 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFGGG G XXXE E E E E EEEEEXXXV.P.V.P.XXXEGVXXEEEGX EG XXXELECELECEEE E E EACACCONTROLIRRV.P.V.P.X X XXX XXXXXX X X XXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXG GT T T T T T T TXXX 6" SS6" SS6" SS6" SS6" SS6" SS6" SS6" SS6" SS6" SS TVAULTF.O.V.P.V.P.T6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S E E E E E E E E E E E E E E E E E ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / //////// //////////////////////////////////////////////////////////////EXISTING CONCRETETO BE REMOVEDEXISTING GRAVELTO BE REMOVEDEXISTING CONCRETETO BE REMOVEDEXISTING WALLTO BE REMOVEDEXISTING STRUCTURESTO BE REMOVEDEXISTING CONCRETETO BE REMOVEDEXISTING ONE-STORYBUILDING TO REMAINEXISTING WALLTO BE REMOVEDREMOVE EXISTING FENCEEXISTING UTILITY POLETO BE REMOVEDREMOVE EXISTING FENCEEXISTING ASPHALTTO BE REMOVEDEXISTING STORM CULVERTTO BE REMOVEDEXISTING CONCRETETO BE REMOVEDEXISTING GRAVELTO BE REMOVEDEXISTING FLOODWAYEXISTING 100-YR FLOODPLAINEXISTING ELECTRICTO REMAINEXISTING GASLINETO REMAINEXISTING ELECTRICLINES TO BEREMOVEDEXISTING SANITARY SEWERSERVICE TO BE REMOVEDAND PLUGGED AT SEWERMAINSILT FENCE SHALLBE INSTALLEDDURING PHASE 1DEMOLITIONSILT FENCE SHALLBE INSTALLEDDURING PHASE 1DEMOLITIONEXISTING FLOODWAYEXISTING 100-YR FLOODPLAINXXXXXXXXXXXXXOHEOHEOHEXX X XCCH2OWE E E WVWCSWSSS SSSSSSG GG WWWWWWWWEXISTING GRAVELTO BE REMOVEDLAPORTE AVENUE LLC//////////////////////////////////////////////////////////// / / //////////// /////////////////////////////////////////EXISTING STRUCTURESTO BE REMOVEDEXISTING STRUCTURESTO BE REMOVED AND REPLACEDEXISTING STRUCTURETO BE REMOVEDEXISTING FENCE TO BE REMOVEDTO PROPERTY LINEEXISTING UTILITY POLETO BE REMOVEDEXISTING STRUCTURETO BE REMOVEDMAPLE STREETSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Phasing\1067-001_PHAS_1.dwg LAYOUT NAME: PH1 DATE: Oct 27, 2021 - 10:15am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_KEYMAP] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xAerial] [1067-001_xPHAS_Table] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_xFLD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45( IN FEET )01 INCH = 30 FEET30306090NORTHMATCH LINE - SEE SHEET PH2MATCH LINE - SEE THIS SHEET MATCH LINE - SEE THIS SHEET EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWERSTEXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORTCOLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILLACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE ASRECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROADAND CAN BE REACHED AT (970) 482-1249.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.7.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEETOF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROMFEBRUARY 15 THROUGH JULY 15.EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING TREES (TO BE REMOVED)EXISTING STRUCTURES (TO BE REMOVED)EXISTING CONCRETE / ASPHALT / GRAVEL(TO BE REMOVED)EXISTING ASPHALT MILL & OVERLAYKEYMAPPH1TOPPH1BOTTOMPH2DateDateDateDateDateDateAPPROVED: CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:City EngineerWater & Wastewater UtilityStormwater UtilityParks & RecreationTraffic EngineerEnvironmental PlannerCity of Fort Collins, ColoradoUTILITY PLAN APPROVALCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPHASING SEQUENCEPHASE1234General site demolition for construction of Salud Parkway, existing Salud facility to remain activeInstallation of utilities (water, wastewater, storm, elec, etc.)Grading of detention facilitiesConstruction of Salud ParkwayConstruction of new Salud facilityReconstruction of Laporte Ave and relocation of existing Salud facility accessDemolition and overlot grading of existing Salud FacilityTREE DIAMETER ATBREAST HEIGHT (INCHES)AUGER DISTANCE FROMFACE OF TREE (FEET)0-213-425-9510-141015-1912OVER 19151.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANYNATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTEDON THESE PLANS FOR REMOVAL.2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUTOR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HASEVALUATED AND APPROVED THE DISTURBANCE.3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINSFORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY ABUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSEWHERE REQUIRED BY CODE.4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALLPROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING AMINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSERTHAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVERIS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT,MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALLPREVENT 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 A TREEWITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANYPROTECTED TREE.7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROMCONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITYEASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCINGAROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BEACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEETAPART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDEPERIMETERS OF SUCH AREAS BEING CLEARED.8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTUREREQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BYBORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUMDEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROMTHE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER ATBREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRDNESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NOACTIVE NESTS IN THE AREA.10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION.1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVELANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLEUSES WITHIN THE NATURAL HABITAT BUFFER ZONES.TREE PROTECTION NOTESNATURAL HABITAT BUFFER ZONESPH1PHASE 1 DETAILS5 SFG EXXX XSS XXXX20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" WCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEG GGEGGGGGGGGG G GEEE E E GGGEEEEWW XXXXXXXFOEE GGGGGGGGGGG GGGW W W W W W W WWW FOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWCTVCTVCTVSS CTVCTVG G G GEE EWWWWGGGGFOFOFOFOFOFOFOFOFOFOFOFOOHEOHEFOFOFOFOFOEEE MGFO FO FO FO FO FO FO FOFOTTEE O H E O H E O H EFOX V.P.XXXXXXXXXO H E O H E W CTVCTVCTVCTVEEEEEWVWVH2OH2OH2OWVWVWVVAULTELECTCSTFOFOMVAULTF.O.ACACACELECELECELECELECCSSWVWVWVMWWMWMMH2OACV.P.V.P.MHELECCELECMELECELECELECTELECVAULTELECCSTMHCELECELECELECMELECELEC6" SS 6" SS 6" SS 6" S S 6" S S VAULTELECCABLEVAULTELECE E E E E E E E E E E E E EWVAULTELECCCutilCMWWH2OHYDWVWVWVWVWVWVHYDXXXXSTDAVID &GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTGABRIELPROPERTIES, LLC////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////EXISTING ASPHALTTO BE REMOVEDEXISTING PORTION OFONE-STORY BUILDINGTO REMAINEXISTING PORTION OFONE-STORY BUILDINGTO BE REMOVEDEXISTING CONCRETETO BE REMOVEDEXISTING CONCRETETO BE REMOVEDEXISTING UTILITY POLETO BE REMOVEDEXISTING WALLTO BE REMOVEDEXISTING WALLTO BE REMOVEDEXISTING WALLTO BE REMOVEDEXISTING GRAVELTO BE REMOVEDEXISTING FIRE HYDRANTTO BE RELOCATEDEXISTING FENCE TO BE REMOVEDTO PROPERTY LINEEXISTING UTILITY POLESTO BE REMOVEDEXISTING CONCRETETO BE REMOVEDEXISTING GRAVEL DRIVETO BE REMOVEDREMOVE EXISTING 6" SANITARYEXISTING GRAVELTO BE REMOVEDEXISTING ASPHALTTO BE REMOVEDEXISTING ASPHALTTO BE REMOVEDBUILDING TOBE REMOVEDEXISTING WALLTO BE REMOVEDEXISTING FENCETO BE REMOVEDEXISTING FENCE TO BE REMOVEDTO PROPERTY LINE////////REMOVE EXISTING TEEAND VALVESLAPORTE AVENUEEXISTING FIBER OPTICTO BE REMOVEDSFSFSFSFSFSFSFSFSFSFSFSFSFSILT FENCE SHALLBE INSTALLEDDURING PHASE 1DEMOLITIONEXISTING WATER SERVICETO BE ABANDONED AT MAINEXISTING WATER SERVICETO BE ABANDONED AT MAINEXISTING WATER SERVICETO REMAINSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Phasing\1067-001_PHAS_1.dwg LAYOUT NAME: PH2 DATE: Oct 27, 2021 - 10:15am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_KEYMAP] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xAerial] [1067-001_xPHAS_Table] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_xFLD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45( IN FEET )01 INCH = 30 FEET30306090NORTHDateDateDateDateDateDateAPPROVED: CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:City EngineerWater & Wastewater UtilityStormwater UtilityParks & RecreationTraffic EngineerEnvironmental PlannerCity of Fort Collins, ColoradoUTILITY PLAN APPROVALCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET PH1EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWERSTEXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORTCOLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILLACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE ASRECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROADAND CAN BE REACHED AT (970) 482-1249.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.7.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEETOF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROMFEBRUARY 15 THROUGH JULY 15.EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING TREES (TO BE REMOVED)EXISTING STRUCTURES (TO BE REMOVED)EXISTING CONCRETE / ASPHALT / GRAVEL(TO BE REMOVED)EXISTING ASPHALT MILL & OVERLAYKEYMAPPH2PH1TOPPH1BOTTOMPHASING SEQUENCEPHASE1234General site demolition for construction of Salud Parkway, existing Salud facility to remain activeInstallation of utilities (water, wastewater, storm, elec, etc.)Grading of detention facilitiesConstruction of Salud ParkwayConstruction of new Salud facilityReconstruction of Laporte Ave and relocation of existing Salud facility accessDemolition and overlot grading of existing Salud FacilityTREE DIAMETER ATBREAST HEIGHT (INCHES)AUGER DISTANCE FROMFACE OF TREE (FEET)0-213-425-9510-141015-1912OVER 19151.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANYNATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTEDON THESE PLANS FOR REMOVAL.2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUTOR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HASEVALUATED AND APPROVED THE DISTURBANCE.3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINSFORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY ABUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSEWHERE REQUIRED BY CODE.4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALLPROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING AMINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSERTHAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVERIS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT,MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALLPREVENT 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 A TREEWITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANYPROTECTED TREE.7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROMCONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITYEASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCINGAROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BEACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEETAPART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDEPERIMETERS OF SUCH AREAS BEING CLEARED.8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTUREREQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BYBORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUMDEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROMTHE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER ATBREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRDNESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NOACTIVE NESTS IN THE AREA.10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION.1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVELANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLEUSES WITHIN THE NATURAL HABITAT BUFFER ZONES.TREE PROTECTION NOTESNATURAL HABITAT BUFFER ZONESPH2PHASE 1 DETAILS6 EXX20" W20" W20" W20" W20" W20" W20" W20" W20" W20" WCTVCTVCTVCTVCTVGGGGGGGGGGGGGEEEEGGGGGGGEEGEE XXXXEGGGGGGGGGGFOFOFOFOFOWWWWWWCTVGE E E EGGFOFOFOFOFOOHEOHEOHEOHEOHEFOFOFOFOFOEFOFOE ELECX XXXXGVXXXXXXXXXXXXXXXXXXSS XXXXXXOHEOHEXXXXXXXXXXXX X X X XXXXXCTVCTVEEXXXWVWVH2OH2OH2OWVWVWVVAULTELECTCSFOFOTTFOFOWVVAULTF.O.ACACACELECELECELECELECCSSWVWVWVMWWMWMMH2OACGASMHELECCELECMTCELECELECELECELECTH2OWTELECVAULTELECCSTGASMHCELECELECELECMCTTELECELECELECXVAULTELECVAULTELECVAULTELECVAULTELECVAULTELECCABLEVAULTELEC EEEE E E E E E E E E E E E E E E E E E E E EWVAULTELECCCutilMWVWVHYDXX WCSWSSSGWX WWGABRIEL PROPERTIES, LLCDAVID &GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTERNEST M. &KRISTEN K.SCHMIDTBERGERERNEST M. &KRISTEN K.SCHMIDTBERGERCITY OF FORT COLLINSLAPORTE AVENUE LLCLAPORTE AVENUE LLCJACOBBROADCASTINGOF COLORADOJACOB BROADCASTING OF COLORADODAVID & GRETCHEN OSBORNGABRIELPROPERTIES, LLCDAVID & GRETCHEN OSBORNE EEEEEE E E E E E E E E E E E EEEUD TFS EEEEEEFDCEMT S FWPROVIDE TEMPORARY ASPHALTPATCH DURING CONSTRUCTION OFSALUD PARKWAY AND NEW FACILITYEXISTING SALUDFAMILY HEALTHCENTER FACILITYSALUD PARKWAY TO BE OPEN TOCONSTRUCTION TRAFFIC ONLYPROPOSED SALUD FAMILYHEALTH CENTER FACILITYLAPORTE AVENUES A L U D D R I V ELOT 1LOT 2LOT 6LOT 4LOT 3LOT 5LOT 7SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Phasing\1067-001_PHAS_2.dwg LAYOUT NAME: PH3 DATE: Oct 27, 2021 - 10:15am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xGRAD] [1067-001_xTOPO] [1067-001_xPHAS_Table] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45( IN FEET )01 INCH = 60 FEET6060120180NORTHDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallREXISTING ELECTRICELEGEND:GTEXISTING STORM SEWERSTEXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORTCOLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILLACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE ASRECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROADAND CAN BE REACHED AT (970) 482-1249.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.7.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEETOF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROMFEBRUARY 15 THROUGH JULY 15.EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING TREES (TO BE REMOVED)EXISTING STRUCTURES (TO BE REMOVED)EXISTING CONCRETE / ASPHALT / GRAVEL(TO BE REMOVED)EXISTING ASPHALT MILL & OVERLAYKEYMAPPH3PHASING SEQUENCEPHASE1234General site demolition for construction of Salud Parkway, existing Salud facility to remain activeInstallation of utilities (water, wastewater, storm, elec, etc.)Grading of detention facilitiesConstruction of Salud ParkwayConstruction of new Salud facilityReconstruction of Laporte Ave and relocation of existing Salud facility accessDemolition and overlot grading of existing Salud FacilityPHASE 2 NOTES:1.INSTALLATION OF ALL WATER, SANITARY SEWER, AND STORMSEWER UTILITIES.2.GRADING OF STORMWATER DETENTION FACILITIES.3.SITE CONSTRUCTION OF PROPOSED SALUD FACILITY.4.CONSTRUCTION OF SALUD PARKWAY. SALUD PARKWAY TO BELIMITED TO CONSTRUCTION TRAFFIC ONLY.5.EXISTING SALUD FACILITY TO REMAIN OPERATIONAL DURINGREMODELING OF PROPOSED SALUD FACILITY.PH3PHASE 2 DETAILS7 E E E XXXXXXW W SS W W W W FO FO FO FO FOOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE FO FO FO FO FO FOE E XVAULTELECTFOFOTTFOFOSMMMMVAULTELECTVAULTELECVAULTELECVAULTELECVAULTELECVAULTELECCCutilMWXX X X STGABRIEL PROPERTIES, LLCDAVID &GRETCHEN OSBORNWILLIAM S. ECKERTSALUD DR I V ELAPORTE AVENUEEXISTING SALUDFAMILY HEALTHCENTER FACILITYRELOCATED ACCESSTEMPORARYRESTRIPINGSALUD PARKWAY TO BE OPEN TOCONSTRUCTION TRAFFIC ONLYLOT 1LOT 7PROPOSED EDGEOF ASPHALTPROPOSED CURBAND GUTTERE E E XXXXXXW W SS W W W W FO FO FO FO FOOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE FO FO FO FO FO FOE E XVAULTELECTFOFOTTFOFOSMMMMVAULTELECTVAULTELECVAULTELECVAULTELECVAULTELECVAULTELECCCutilMWXX X X STGABRIEL PROPERTIES, LLCDAVID &GRETCHEN OSBORNWILLIAM S. ECKERTLOT 1LOT 7EXISTING ASPHALTTO BE REMOVEDSALUD DR I V E PARKINGLOT TO BERE-STRIPEDRELOCATED ACCESSEXISTING SALUDFAMILY HEALTHCENTER FACILITYLAPORTE AVENUESheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Phasing\1067-001_PHAS_3.dwg LAYOUT NAME: PH4 DATE: Oct 27, 2021 - 10:15am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_KEYMAP] [1067-001_xPHAS_Table] [1067-001_xGRAD] [1067-001_xTOPO] [1067-001_xPHAS_3] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45( IN FEET )01 INCH = 30 FEET30306090NORTHDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallREXISTING ELECTRICELEGEND:GTEXISTING STORM SEWERSTEXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORTCOLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILLACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE ASRECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROADAND CAN BE REACHED AT (970) 482-1249.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.7.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEETOF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROMFEBRUARY 15 THROUGH JULY 15.EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING TREES (TO BE REMOVED)EXISTING STRUCTURES (TO BE REMOVED)EXISTING CONCRETE / ASPHALT / GRAVEL(TO BE REMOVED)EXISTING ASPHALT MILL & OVERLAYKEYMAPPH4PHASING SEQUENCEPHASE1234General site demolition for construction of Salud Parkway, existing Salud facility to remain activeInstallation of utilities (water, wastewater, storm, elec, etc.)Grading of detention facilitiesConstruction of Salud ParkwayConstruction of new Salud facilityReconstruction of Laporte Ave and relocation of existing Salud facility accessDemolition and overlot grading of existing Salud FacilityPHASE 3 NOTES:1.RELOCATION OF ACCESS TO THE EXISTING SALUD FACILITY FROMLAPORTE AVE TO SALUD PARKWAY WHILE REMODELING OFPROPOSED SALUD FACILITY IS OCCURING.2.TEMPORARY RESTRIPING OF EXISTING SALUD PARKING LOT TOWORK WITH RELOCATION OF ACCESS.3.RECONSTRUCTION OF LAPORTE AVENUE.4.SALUD PARKWAY TO BE LIMITED TO CONSTRUCTION TRAFFIC ONLYNORTH OF RELOCATED ACCESS TO EXISTING SALUD FACILITYPH4PHASE 3 DETAILS8BPHASE 3 PROPOSED IMPROVEMENTSAPHASE 3 DEMO EXX20" W20" W20" W20" W20" W20" W20" W20" WCTVCTVCTVCTVCTVGGGGGGGGGGGEEEEGGGGGGGEEGEE XXXXEGGGGGGGWFOFOFOFO FOWWWWWWCTVGE E E EWWGGFOFOFOFOFOOHEOHEFOFOFOEFOFOE XXXGVXXXCTVCTVEXXXVAULTELECTFOFOTTFOFOVAULTF.O.ACACACELECELECELECELECSMMMACGASMHELECCTELECVAULTELECTGASMHCELECVAULTELECVAULTELECVAULTELECVAULTELECCABLEVAULTELECVAULTELECCCutilWX X DAVID &GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTGABRIELPROPERTIES, LLCLOT 1LOT 2LOT 6LOT 4LOT 7EXISTING PORTION OFONE-STORY BUILDINGTO BE REMOVEDEXISTING ASPHALTTO BE REMOVEDEXISTING WATER SERVICETO BE ABANDONED AT MAINEXISTING FIBEROPTIC TO BEREMOVEDTEMPORARYRESTRIPING TOBE REMOVEDEXISTINGELECTRIC TOBE REMOVEDEXISTINGGASLINE TOBE REMOVEDLAPORTE AVENUESALUD DRIVE 20" W20" W20" W20" W20" W20" W20" W20" WCTVCTVCTVCTVCTVGGGGGGGGGGGEEEEGGGEEXXXXEGGGGGGGFOFOFOFOFOWWWWWWCTVFOFOFOOHEOHEFOFOFOE XXXGVXXXCTVCTVEXXXVAULTELECTFOFOTTFOFOSMMMMHELECCTELECVAULTELECTMHCELECVAULTELECVAULTELECVAULTELECVAULTELECCABLEVAULTELECVAULTELECCCutilX X DAVID &GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTGABRIELPROPERTIES, LLCLOT 1LOT 2LOT 6LOT 4LOT 7OVERLOTGRADINGLAPORTE AVENUESAL U D D R I V E SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Phasing\1067-001_PHAS_4.dwg LAYOUT NAME: PH5 DATE: Oct 27, 2021 - 10:16am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_xEXST] [1067-001_xPHAS_leg] [1067-001_xEXST_txt] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_KEYMAP] [1067-001_xPHAS_Table] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45( IN FEET )01 INCH = 60 FEET6060120180NORTHDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallREXISTING ELECTRICELEGEND:GTEXISTING STORM SEWERSTEXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORTCOLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILLACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE ASRECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROADAND CAN BE REACHED AT (970) 482-1249.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.7.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEETOF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROMFEBRUARY 15 THROUGH JULY 15.EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING TREES (TO BE REMOVED)EXISTING STRUCTURES (TO BE REMOVED)EXISTING CONCRETE / ASPHALT / GRAVEL(TO BE REMOVED)EXISTING ASPHALT MILL & OVERLAYKEYMAPPH5PHASING SEQUENCEPHASE1234General site demolition for construction of Salud Parkway, existing Salud facility to remain activeInstallation of utilities (water, wastewater, storm, elec, etc.)Grading of detention facilitiesConstruction of Salud ParkwayConstruction of new Salud facilityReconstruction of Laporte Ave and relocation of existing Salud facility accessDemolition and overlot grading of existing Salud FacilityPHASE 4 NOTES:1.COMPLETION OF REMODEL OF PROPOSED SALUD FACILITY2.DEMOLITION OF EXISTING SALUD FACILITY AND PARKING LOT3.OVERLOT GRADING OF LOTS 1 AND 24.SALUD PARKWAY OPEN TO PUBLIC ACCESSPH5PHASE 4 DETAILS9BPHASE 4 PROPOSED IMPROVEMENTSAPHASE 4 DEMO XXXXXXXX X XXXXGVXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XXXXXXXXXMMMMMHCMCMHCMCCCutilMX X UD UDTFLAPORTE AVENUEGABRIELPROPERTIES, LLCDAVID & GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTLAPORTE AVENUE LLCLAPORTE AVENUE LLCDAVID & GRETCHEN OSBORNGABRIELPROPERTIES, LLCDAVID & GRETCHEN OSBORNLOT 1LOT 2LOT 6LOT 4LOT 3LOT 5LOT 7S A L U D D R I V E LARIMER COUNTY CANAL #210' POWER LINEEASEMENT (BOOK1599 PAGE 612)POWER LINESEASEMENT (BOOK 1599PAGE 612)30' SANITARY SEWEREASEMENT20' EMERGENCY ACCESSEASEMENT24' EMERGENCY ACCESSEASEMENTLARIMER COUNTYCANAL #2 DITCHEASEMENTPROPOSEDCONCRETE BOXCULVERT50' FL-FL72' ROWPROPOSEDACCESS RAMPPROPOSEDACCESS RAMPPROPOSEDACCESS RAMPPROPOSEDACCESS RAMP8' SIDEWALK5' SID E W A L K 10' UTILITY EASEMENTEXISTING TREEDRIP LINEPROPOSEDGRAVEL ACCESSROADPROPOSEDCONCRETESPILLWAY29.5' PEDESTRIANACCESS EASEMENT24' EMERGENCYACCESS EASEMENT36' UTILITYEASEMENTPROPOSEDCONCRETE PAN6' SID E W A L K 4.5' SIDEWALK6' SIDEWALK 7' SIDEWALK10' SI D E W A L K 7' SIDEWALKPROPOSEDACCESS RAMPPROPOSEDACCESS RAMPPROPOSEDACCESS RAMP6' SI D E W A L K PROPOSEDCONCRETE PANPROPOSED TRASHENCLOSURE5' S I D EW A L K 5' S I D EW A L K 15' GRAVELMAINTENANCEACCESS ROADXXXW W W FO FO FO FO FO FO XXVAULTF.O.ACACACELECELECELECELECACCCutilMWX XLAPORTE AVENUEPROPERTIES, LLCLOT 1LOT 2LOT 7LARIMER COUNTY CANAL #2PROPOSEDCONCRETE BOXCULVERTEXISTING SALUDFAMILY HEALTHCENTEREXISTINGTEMPORARYPARKING4.5' SIDEWALKPROPOSEDACCESS RAMPSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Site\1067-001_PAVE.dwg LAYOUT NAME: PV1 DATE: Oct 27, 2021 - 10:16am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_Keymap] [1067-001_xPAVE_leg] [1067-001_xEXST] [1067-001_xSITE] [1067-001_xPUTIL] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45PV1PAVING PLAN10 KEYMAPNORTH( IN FEET )1 inch = ft.Feet0505050100150PV1EASEMENTSNOTES:1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS ANDPAVEMENT SECTIONS.2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS ANDPROJECT SPECIFICATION MANUAL.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGEDOR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED ORRESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSEPRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THEISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.5.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATIONRELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.PROPOSED VERTICAL CURB & GUTTERPROPERTY BOUNDARYEXISTING LOT LINE/ / / / / / / /PROPOSED EDGE OF PAVEMENTCONCRETE PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTERLEGEND:ASPHALT PAVINGGRAVELCONCRETE FLATWORK PV1CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRAPHASE 3 PAVING XXXX XXXXXXXGVXXXXXXXXXXXXXXXXXXXXXXX X TFERNEST M. & KRISTENLOT 4LOT 3N:132903.47E:185240.92N:132662.98E:185796.04N:132447.13E:185736.12N:132418.10E:185840.66N:132513.33E:185867.10N:132861.35E:185560.4417' (TYP.)9'(TYP.)17' (TYP.)17' (TYP.)9' (TYP.)9'(TYP.)19' (TYP.)17' (TYP.)17' (TYP.)17' (TYP.)R25'24' F L - F L 24' FL - F L N:132396.25E:185838.76N:132473.42E:185614.58N:132688.26E:185662.42N:132677.10E:185766.16N:132473.52E:185900.24N:132456.06E:185648.674' CURB CUTN:132700.09E:185683.35N:132405.17E:185746.14N:132582.11E:185708.20N:132634.92E:185719.99N:132747.50E:185696.629' (TYP.)24'23.6'24'24'22'4' RIBBEDCONCRETERUNDOWN4.5' SIDEWALK4.5' SIDEWALK8' SIDEWALK7' S I D EW A L K 8' SIDEWALK6' SID E W A L K P2P2P2P2333323333333333333333333322222222222222230' SANITARY SEWEREASEMENT24' EMERGENCY ACCESSEASEMENTPROPOSED GRASSSWALEPROPOSEDBUILDINGDETENTIONPOND 1RAIN GARDEN 1PROPOSED TRASHENCLOSUREWALL SEE ARCHITECTURE5' NOPARKING29.5' PEDESTRIANACCESS EASEMENT24' EMERGENCYACCESS EASEMENT36' UTILITYEASEMENTPROPOSED CONCRETESPILLWAYPROPOSED DRAINAGEEASEMENT24' FL-FL DDDDDSS4 0 . 4 ' R A M P 6' S I D E W A L K PROPOSED DITCHEASEMENT (WIDTHVARIES)PROPOSED CONCRETE WHEELSTOP (TYP. HC SPOTS)PROPOSEDCONCRETEWHEEL STOP(TYP. HC SPOTS)2N:132346.26E:185858.983N:132479.98E:185874.44N:132427.80E:185805.73N:132370.61E:185749.69N:132411.11E:185920.86PROPOSED 4' GRAVELMAINTENANCEACCESS TRAIL15' GRAVELMAINTENANCEACCESS ROADN:132864.10E:185715.72N:132869.10E:185676.60SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Site\1067-001_HC.dwg LAYOUT NAME: HC1 DATE: Oct 27, 2021 - 10:16am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_Keymap] [1067-001_xHC_leg] [1067-001_xEXST] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_xGRAD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45KEYMAPNORTH( IN FEET )1 inch = ft.Feet03030306090MATCH LINE - SEE SHEET HC2 HC1HC2HC3TSDBF123VERTICAL CURB & GUTTER18" VERTICAL INFLOW CURB & GUTTERCURB TRANSITION1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.2.ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.3.SINGLE POINT CURB TRANSITIONS ARE 6'.4.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OFPLAN LOCATION.5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.18" VERTICAL OUTFALL CURB & GUTTERSTANDARD ACCESS RAMPDIRECTIONAL ACCESS RAMP BI-DIRECTIONAL ACCESS RAMPCORNER FLARE ACCESS RAMPEASEMENTSNOTES:PROPOSED INFLOW CURB & GUTTERPROPERTY BOUNDARYEXISTING LOT LINE/ / / / / / / /PROPOSED EDGE OF PAVEMENTPROPOSED OUTFALL CURB & GUTTERLEGEND:PROPOSED LOT LINEEXISTING ROWPROPOSED ROWX' PANPXDRIVEWAY (TYPE I)D1CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET HC3HC1HORIZONTAL CONTROL PLAN11116' ELECXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XXXTELECTH2OWTTELECX X WCSWWSSS SSSSSSLAPORTE AVENUE LLCLOT 550' FL-FL72' ROWN:132889.85E:186561.01N:132511.89E:186558.40N:132515.65E:186273.43N:132479.63E:185988.51N:132575.10E:186015.01N:132605.07E:186004.65LOT 417' (TYP.)9'(TYP.)38' (TYP.)9' (TYP.)17' (TYP.)17' (TYP.)17' (TYP.)17' (TYP.)9'(TYP.)R50'R25'24' FL-FLN:132473.52E:185900.24FLN:132636.31E:185941.9924'22'17' (TYP.)R25'R25'N:132605.62E:186065.11N:132629.06E:186080.1224'24'24'N:132493.25E:186135.564' CURB CUT& SIDEWALK CHASEN:132496.81E:186092.365' SIDEWALK 5' SIDEWALK 6' SIDEWALK 10' SIDEWALK6' SIDEWALK5' SIDEWALK6' SIDEWALK7' SIDEWALK6' SIDEWALK5' SIDEWALK 8' SIDEWALK 8' SIDEWALK 44.2' ROWP6P2P2P21111323233333333222222223333332BIKE RACKN:132585.06E:186046.83SALUD DRIVE 10' POWER LINEEASEMENT (BOOK1599 PAGE 612)20' EMERGENCY ACCESSEASEMENTRAINGARDEN 2RAINGARDEN 3PROPOSED LANDSCAPEWALL SEE ARCHITECTUREPLANS FOR DETAIL2' CURB CUTN:132723.77E:186055.0010' UTILITY EASEMENT12' PUBLIC ACCESSEASEMENT10' UTILITY EASEMENT12' PUBLIC ACCESSEASEMENTSIDEWALK TIE-IN TOEXISTING ROADN:132403.49E:186263.9830' SANITARY SEWEREASEMENTPROPOSED 20'UTILITY EASEMENTBIKERACKPROPOSEDINLETDSPROPOSEDCONCRETEWHEEL STOP(TYP. HC SPOTS)320' EMERGENCY ACCESSEASEMENTN:132663.75E:185992.67N:132677.25E:186052.468'10'10' SIDEWALK10' SIDEWALK10'N:132411.11E:185920.8630' SANITARY SEWEREASEMENT15' GRAVELMAINTENANCEACCESS ROADN:132738.75E:186001.042' RIBBED CONCRETERUNDOWN4' RIBBED CONCRETERUNDOWNSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Site\1067-001_HC.dwg LAYOUT NAME: HC2 DATE: Oct 27, 2021 - 10:16am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_Keymap] [1067-001_xHC_leg] [1067-001_xEXST] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_xGRAD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45HC2HORIZONTAL CONTROL PLAN12 KEYMAPNORTH( IN FEET )1 inch = ft.Feet03030306090MATCH LINE - SEE SHEET HC1 HC1HC2HC3TSDBF123VERTICAL CURB & GUTTER18" VERTICAL INFLOW CURB & GUTTERCURB TRANSITION1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.2.ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.3.SINGLE POINT CURB TRANSITIONS ARE 6'.4.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OFPLAN LOCATION.5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.18" VERTICAL OUTFALL CURB & GUTTERSTANDARD ACCESS RAMPDIRECTIONAL ACCESS RAMP BI-DIRECTIONAL ACCESS RAMPCORNER FLARE ACCESS RAMPEASEMENTSNOTES:PROPOSED INFLOW CURB & GUTTERPROPERTY BOUNDARYEXISTING LOT LINE/ / / / / / / /PROPOSED EDGE OF PAVEMENTPROPOSED OUTFALL CURB & GUTTERLEGEND:PROPOSED LOT LINEEXISTING ROWPROPOSED ROWX' PANPXDRIVEWAY (TYPE I)D1CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET HC3 XXXXXXXXXXXXXXXXXXXXXWVWVH2OH2OH2OWVWVWVVAULTELECTCSFOFOTTFOFOWVCSSWVWVWVMWWMWMMH2OMHELECCTELECVAULTELECCSTMHCELECVAULTELECVAULTELECVAULTELECVAULTELECCABLEVAULTELECWVAULTELECCCutilMWVWVHYDXX X X STLAPORTE AVENUEDAVID &GRETCHENOSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTGABRIELPROPERTIES, LLCLOT 1LOT 2LOT 6LOT 772' ROW50' FL-FLBASIS OF BEARINGSSOUTH LINE OF NW 14SECTION 10N:132243.05E:185563.44N:132051.96E:186020.92N:131980.17E:186030.53N:131981.31E:185944.15N:132002.30E:185944.29N:132003.40E:185861.30N:131953.40E:185860.96N:131954.53E:185775.47N:131831.50E:185774.51N:131807.37E:185558.51R25'R25'24' FL - F L N:132320.69E:185902.49S A L U D D R I V E6' SIDEWALK5' SIDEWALK 5' SIDEWA L K 5' S I D E W A L K 5' S I D E W A L K 4.5' SIDEWALKP10D11111111133222LARIMER COUNTY CANAL #2POWER LINESEASEMENT (BOOK 1599PAGE 612)PROPOSEDCONCRETE BOXCULVERTPROPOSED DITCHEASEMENT (WIDTHVARIES)N:132346.26E:185858.98R25'R25'6' BIKE LANEXXXXXWVWVH2OTFOFOVAULTF.O.ACACACELECELECELECELECH2OACVAULTELECCCutilMWX XLAPORTE AVENUEDAVID & GRETCHEN OSBORNPROPERTIES, LLCLOT 1LOT 2LOT 719'(TYP.)9' (TYP.)38'(TYP.)24'24'9' (TYP.)9' (TYP.)17' (TYP.)24'24'TEMPORARYRESTRIPING (PHASE 3)72' ROW50' FL-FLLARIMER COUNTY CANAL #2EDGE OF PROPOSEDASPHALT5' SIDEWALK5' SI D E W A L KN:131857.02E:185585.58N:131874.30E:185564.27N:131973.30E:185565.39N:131855.95E:185666.57N:131872.70E:185686.26N:131944.69E:185687.08EDGE OF PROPOSEDASPHALTEXISTING SALUDFAMILY HEALTHCENTERSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Site\1067-001_HC.dwg LAYOUT NAME: HC3 DATE: Oct 27, 2021 - 10:16am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_Keymap] [1067-001_xHC_leg] [1067-001_xEXST] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_xGRAD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45HC3HORIZONTAL CONTROL PLAN13 KEYMAPNORTH( IN FEET )1 inch = ft.Feet03030306090MATCH LINE - SEE SHEET HC2HC1HC2HC3TSDBF123VERTICAL CURB & GUTTER18" VERTICAL INFLOW CURB & GUTTERCURB TRANSITION1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.2.ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.3.SINGLE POINT CURB TRANSITIONS ARE 6'.4.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OFPLAN LOCATION.5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.18" VERTICAL OUTFALL CURB & GUTTERSTANDARD ACCESS RAMPDIRECTIONAL ACCESS RAMP BI-DIRECTIONAL ACCESS RAMPCORNER FLARE ACCESS RAMPEASEMENTSNOTES:PROPOSED INFLOW CURB & GUTTERPROPERTY BOUNDARYEXISTING LOT LINE/ / / / / / / /PROPOSED EDGE OF PAVEMENTPROPOSED OUTFALL CURB & GUTTERLEGEND:PROPOSED LOT LINEEXISTING ROWPROPOSED ROWX' PANPXDRIVEWAY (TYPE I)D1CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET HC1APHASE 3 HORIZONTAL CONTROLSCALE: 1"=50' EX20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" WCTVCTVCTVCTVCTVCTVGGGGGGGGGGGGGGGGGGGEEXXXXXXFO GGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOOHEOHEOHEOHEOHEOHEFOFOFOFOFOE ELECX X XXXXGVXXXXXXXXXXXXXOHEOHEOHEXXXXXXXXXXXXXXX X X X XXXXXXCTVCTVEEEXXXWVWVH2OFOFOTTFOFOWVH2OMHELECCELECMTCELECELECELECELECTH2OWTELECMHCELECELECELECMCTTELECELECELECXVAULTELECVAULTELECVAULTELEC EEE E E E E E E E E E E E E E E E E E E E E E E E E EWVAULTELECCCutilMXX SSWWWWPROPOSEDBUILDINGONE STORYALUM. SIDINGBUILDINGEEEEEEE E E E E E E E E E E E E E E EEEEUD UDTFS EEEEEEEFDCEE EMT S F W EGABRIELPROPERTIES, LLCDAVID & GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTLAPORTE AVENUE LLCLAPORTE AVENUE LLCDAVID & GRETCHEN OSBORNGABRIELPROPERTIES, LLCDAVID & GRETCHEN OSBORNPROPOSED 4" SANITARYSERVICE (TYP.) SEE SHEET SS238.56 LF 8" PVCN00°49'37"E182.34 LF 8" PVCN01°49'37"E 36.46 LF 8" PVCN25°19'37"E2 6 4 . 4 7 L F 8 " P V C N 3 8 ° 3 0 ' 2 5 " E 1 1 4 . 5 5 L F 8 " P V C N 3 8 ° 3 0 ' 2 5 " E 6 6 . 3 3 L F 8 " P V C N 3 8 ° 3 0 ' 2 5 " E 122.38 LF 8 " PVCN61°00 '25 "E85.78 LF 8" PVCN82°30'25"E17.79 LF 8" PVCN81°30'25"E5 7 . 8 1 L F 8 " P V C N 3 8 ° 3 0 ' 2 5 " E44.85 LF 6" PVCN89°10'23"W8" WET TAP CONNNECTION w/TBEXISTING 20" CIPFROM LAPORTE AVEN:131818.49E:185739.0922.50° BEND w/TBN:132039.30E:185745.4511.25° BEND w/TBN:132072.26E:185761.0522.50° BEND w/TBN:132465.99E:186074.3222.50° BEND w/TBN:132525.31E:186181.378"x8" TEE w/ TB1-8"x6" REDUCER (E)(CONNECT TO EXISTING6" WATER (E) w/ MRJ)1-8" GV (S)N:132514.21E:186589.7311.25° BEND w/TBN:132314.01E:185881.86END HORZ.DEFLECTIONN:132464.23E:185566.14FH ASSEMBLYN:131857.70E:185694.808"x6" TEE w/TB1-6" GV (NW)N:132420.76E:186038.339 ' U T I L I TY EASEMEN T 9' UTILITY EASEMENT72' ROW50' -LAPORTE AVENUES A L U D D R I V E 9' UTILITY EASEMENT14' UTILITY EASEMENT9' UTILITY EASEMENT 5' S I D EW A L K 5' SIDEWALK 8"x6" SWIVEL TEE w/TB1-6" GV (N)1-8" GV (E)N:132536.85E:186268.75TEMPORARY FIRE HYDRANT1 - 8" GV (E)1 - 8"x6" REDUCER (E)N:132464.36E:185554.728"x8" TEE w/TB2-8" GV (NE, NW)(NW GATE VALVE TOREMAIN CLOSEDN:132279.21E:185925.7122.50° BEND w/TBBEGIN HORIZ DEFLECTIONN:132462.68E:185597.1115.04 LF 6" PVCN07°29'35"W22.25 LF 6" PVCN51°29'35"WCONNECT TO EXISTINGSANITARY SERVICEWITH CLEANOUT55.98 LF 8" PVCS51°33'53"E321.23 LF 8" PVCS62°25'54"E31.01 LF 8" PVCR=400.02'11.43 LF 8" PVCS89°21'05"E8"x6" SWIVEL TEE w/TB1-6" GV (N,E)N:131857.05E:185739.64FH ASSEMBLYN:132382.70E:185979.62FH ASSEMBLYN:132551.76E:186266.7920' UTILITY EASEMENTLOT 1LOT 2LOT 6LOT 4LOT 3LOT 5FUTURE MAPLE STREETPROPOSED 6"FIRE SERVICE (TYP.)PROPOSED ELECTRIC LINEDRAINAGEEASEMENTDRAINAGEEASEMENTTEMPORARYTURN-AROUNDNATURAL HABITATBUFFER ZONENATURAL HABITATBUFFER ZONENATURAL HABITATBUFFER ZONEN:132889.85E:186561.01N:132515.65E:186273.43N:132051.96E:186020.92N:131954.53E:185775.47N:132243.05E:185563.4420' UTILITYEASEMENTLOT 7FES 1SUMPED MANHOLEw/ 0.6-CFS PUMPEND OUTLET STRUCTURE 1-2FES 2AINLET 3EINLET 3CINLET 3B-1FES 3ASSMH A8SSMH A6INLET 3FOUTLET 2B-1STMH 2BSTMH 2COUTLET 2D-1STMH 2DINLET 2ESTUB 2FSTORM DRAIN LINE 2SEE SHEET ST1STORM DRAIN LINE 1SEE SHEET ST1STORM DRAIN LINE 2BSEE SHEET ST2STORM DRAIN LINE 2DSEE SHEET ST2STORM DRAIN LINE 3SEE SHEET ST310' POWER LINEEASEMENT (BOOK1599 PAGE 612)POWER LINESEASEMENT (BOOK 1599PAGE 612)30' SANITARY SEWEREASEMENT20' EMERGENCY ACCESSEASEMENT24' EMERGENCY ACCESSEASEMENTSANITARY SEWER ASEE SHEET SS1SSMH A4SSMH A5SANITARY SEWER ASEE SHEET SS1DETENTION POND 1RAINGARDEN 2RAINGARDEN 1RAINGARDEN 3PROPOSED POND DEPTH GAUGESTMH 3B29.5' PEDESTRIANACCESS EASEMENT24' EMERGENCYACCESS EASEMENT36' UTILITYEASEMENTPROPOSEDGASLINE10' UTILITY EASEMENT12' PUBLIC ACCESSEASEMENT10' UTILITY EASEMENT12' PUBLIC ACCESSEASEMENT11.25° BEND w/TBN:132539.13E:186284.0245° BEND w/TBN:132535.16E:186585.2445° BEND w/TBN:132530.33E:186589.94301.25 LF 8" PVCS89°14'44"E6.74 LF 8" PVCS44°14'44"ECONNECT TOEXISTING 6" WATER w/ MRJ1-8"x6" REDUCERN:132509.21E:186589.73PROPOSEDBOX CULVERTSSMH A7PROPOSEDELECTRICPROPOSEDTRANSFORMERPROPOSEDTRANSFORMERPROPOSEDELECTRICCONDUIT STUBPROPOSEDELECTRICCONDUIT STUBPROPOSED 2" WATER SERVICEN:132455.35E:186010.448"x6" SWIVEL TEE w/TB1-6" GV (NW)N:132368.85E:185997.03BASIN 3D-150' FL-FLROW(WIDTHVARIES)16.12 LF 8" PVCS00°45'16"W20' UTILITY EASEMENTPER SEPARATEDOCUMENTEXISTINGWATERMETERPROPOSED WATERLOWERING SEE SHEET D3PROPOSED WATERLOWERING SEE SHEET D3PROPOSED ±188-LF TYPE K 2"COOPER WATER SERVICE75.67 LF 6" PVCN51°29'35"W110.10 LF 6" PVCN74°29'04"WOUTLET 2C-122.5° BEND w/TBN:132467.87E:185979.12LIGHT POLEN:132049.17E:185730.79LIGHT POLEN:131838.55E:185768.21LIGHT POLEN:132209.83E:185914.28LIGHT POLEN:132390.49E:185985.82LIGHT POLEN:132530.73E:186150.3115' GRAVELMAINTENANCEACCESS ROADNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINSSTANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES ANDPOTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OFANY POTENTIAL CONFLICTS.9.REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWERSERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER ANDCIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OFMATERIALS.10.ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERSASSOCIATION.11.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGEDOR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED ORRESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSEPRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THEISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.12.CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERSWITH ARCHITECT AND UTILITY PROVIDERS.13.CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION SHUT-OFF VALVEAND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT AND SPRINKLERCONTRACTOR.14.CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO ENSURE NOCONFLICTS WITH OTHER UTILITIES.15.CONTRACTOR TO PRESSURE TEST AND TREAT PROPOSED 8” WATER LINE PER ALLCURRENT CITY INSTALLATION SPECIFICATIONS. UPON ACCEPTANCE FROM THE CITYINSPECTOR, WATER LINE SHALL BE DRAINED AND REMAIN VACANT UNTIL THEDEVELOPMENT OF LOT 6.16.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEETOF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROMFEBRUARY 15 THROUGH JULY 15.EXISTING LOT LINESEXISTING WATER MAINPROPOSED STORM SEWERLEGEND:WGCTVEEXISTING ELECTRICEXISTING TELEPHONEEXISTING GASWPROPOSED WATER SERVICEEXISTING SANITARY SEWERSSPROPOSED CURB & GUTTEREXISTING FIRE HYDRANTPROPERTY BOUNDARYCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Util\1067-001_UTIL.dwg LAYOUT NAME: U1 DATE: Oct 27, 2021 - 10:17am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_xSITE] [1067-001_xPUTIL] [1067-001_xEXST] [1067-001_KEYMAP] [1067-001_xGRAD] [1067-001_xFLD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45NORTH( IN FEET )01 INCH = 50 FEET5050100150PROPOSED WATERWPROPOSED SANITARY SEWERPROPOSED FHPROPOSED ELECTRICEKEYMAPU11.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVELANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLEUSES WITHIN THE NATURAL HABITAT BUFFER ZONES.NATURAL HABITAT BUFFER ZONESU1UTILITY PLAN14 5020502550305035504050455050505550605020502550305035504050455050505550609+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00EXISTINGGROUNDPROPOSEDGROUNDSSMH A4 STA 20+99.23 RIM 5042.1± INV. IN 5034.84 (S) INV. OUT 5034.64 (W) SSMH A1STA 10+00.00RIM 5042.0±INV. IN 5029.77 (SE)307.57 LF 8" PVC @ 0.41%SSMH A3 STA 17+91.65 RIM 5042.3± INV. IN 5033.37 (E) INV. OUT 5033.17 (NW)391.65 LF 8" PVC @ 0.41%SSMH A2STA 14+00.00RIM 5041.9±INV. IN 5031.57 (SE)INV. OUT 5031.37 (NW)400.00 LF 8" PVC @ 0.40%12" RCP STORMSTA.=21+19.50INV.=5038.57XXXXXX X XS XXELECXXXXXX X X OHE OHE OHE OHE OHE OHE OHE12" SS 12" SS 12" SS XXXXXXXXXXXXXXX X X X EEEEE E E E E E XXXX CITY OF FORTCOLLINSLOT 3PROJECTBOUNDARYSSMH A1STA 10+00.00N: 133365.66E: 185109.55SSMH A4STA 20+99.23N: 132781.23E: 186008.99STORM DRAIN LINE 2SEE SHEET ST130.00' SANITARYSEWEREASEMENTPROPOSEDCONCRETEWEIREXISTING OVERHEADELECTRIC400.00 LF 8" PVC @ 0.40%SSMH A2STA 14+00.00N: 133085.90E: 185395.45391.65 LF 8" PVC @ 0.41%EXISTING 12" SANITARYSEWERCONNECT TO EXISTINGSANITARY MANHOLECITY OF FORTCOLLINSEXISTINGSANITARY SERVICEEASEMENT307.57 LF 8" PVC @ 0.41%SSMH A3STA 17+91.65N: 132852.16E: 185709.71321.45 LF 8" PVC @ 0.40%15.00' GRAVELMAINTENANCEACCESS ROADSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Util\1067-001_SAN A.dwg LAYOUT NAME: SS1 DATE: Oct 27, 2021 - 10:17am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xUTIL] [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_Keymap] [1067-001_xTOPO] [1067-001_xGRAD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45SS1PLAN & PROFILE SANITARY SEWER A15 KEYMAPNORTH( IN FEET )1 inch = ft.Feet0505050100150EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINEPROPOSED RIGHT OF WAYPROFILE SCALE:SANITARY SEWER ASS1CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRLINEMATCH STA22+001.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.4.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.S S 2 50255030503550405045505050555060506550255030503550405045505050555060506522+0023+0024+0025+0026+0027+0028+0029+0030+0030+5060-LF 16" STEELCASING PIPE(0.375-IN)PROPOSED CLAYCUT-OFF WALL. EXTEND1-FT ABOVE MAX WATERSURFACE ELEVATION OFDITCH2.8' COVERPROPOSED CLAYCUT-OFF WALL. EXTEND1-FT ABOVE MAX WATERSURFACE ELEVATION OFDITCHSSMH A7 STA 26+97.27 RIM 5047.9± INV. IN 5037.83 (SW) INV. OUT 5037.63 (NE)282.01 LF 8" PVC @ 0.40%321.45 LF 8" PVC @ 0.40%SSMH A5STA 24+20.68RIM 5044.9±INV. IN 5036.33 (SW)INV. OUT 5036.13 (N)158.60 LF 8" PVC @ 0.40%SSMH A6 STA 25+79.28 RIM 5045.6± INV. IN 5037.16 (SW) INV. OUT 5036.96 (NE)117.99 LF 8" PVC @ 0.40%SSMH A8 STA 29+79.28 RIM 5054.1± INV. OUT 5038.96 (NE)PROPOSEDGROUNDEXISTINGGROUNDPROPOSEDDITCH24" RCP STORMSTA.=24+39.84INV.=5039.77PROPOSED 6'X18' RCBCSTA.=28+02.89INV.=5043.02BEGIN CASING PIPESTA.=27+90.94EL. = 5038.134END CASING PIPESTA.=28+50.94EL. = 5038.374EEEEEEEEEEEEEEEE TFSEEEEE FDC SFWEX XXXEEEEEELOT 2LOT 7SALUD DRIVE50' FL-FL 72' ROW SSMH A8STA 29+79.28N: 132059.79E: 185766.47SSMH A6STA 25+79.28N: 132372.80E: 186015.51SSMH A5STA 24+20.68N: 132483.19E: 186129.40158.60 LF 8" PVC @ 0.40%117.99 LF 8" PVC @ 0.40%STORM DRAIN LINE 3SEE SHEET ST3PROPOSED CULVERTEXISTING SANITARYSEWER SERVICE TO BEABANDONEDPROPOSED 6" SERVICE@ 1% MIN SLOPE282.01 LF 8" PVC @ 0.40%SSMH A7STA 26+97.27N: 132280.47E: 185942.05PROPOSED 6" SERVICE@ 1% MIN SLOPE321.45 LF 8" PVC @ 0.40%STORM DRAIN LINE 2SEE SHEET ST1PROPOSED STEELCASING108.07 LF 6" PVC@ 1% MIN SLOPEN74°29'04"W90.29 LF 6" PVC@ 1% MIN SLOPEN44°06'20"WSANITARY SERVICECLEANOUTN:132458.78E:185974.48EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINEPROPOSED RIGHT OF WAYPROFILE SCALE:SANITARY SEWER ACALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTHLINEMATCHSTA22+001.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.4.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Util\1067-001_SAN A.dwg LAYOUT NAME: SS2 DATE: Oct 27, 2021 - 10:17am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xUTIL] [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_Keymap] [1067-001_xTOPO] [1067-001_xGRAD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45SS2PLAN & PROFILE SANITARY SEWER A16 KEYMAP( IN FEET )1 inch = ft.Feet0505050100150SS1S S 2 UDUDXXXCITY OFFORTCOLLINSLOT 3FES 1STA 10+10.00N: 132911.73E: 185560.966.56 LF3" PVC@ -54.71%SUMPED MANHOLEw/ 0.6CFS PUMPSTA 10+16.56N: 132905.17E: 185560.8932.48 LF24" RCP@ 0.50%END OUTLET STRUCTURE 1-2STA 10+49.05N: 132872.69E: 185560.56PROJECTBOUNDARY20' UTILITYEASEMENTBEGIN OUTLET STRUCTURE 1-2STA 10+58.39N: 132863.35E: 185560.465020502550305035504050455050505550605020502550305035504050455050505550609+5010+0011+00FES 1STA 10+10.00INV. 5043.42 (S)6.56 LF3" PVC@ -54.71%SUMPED MANHOLEw/ 0.6 CFS PUMPSTA 10+16.56RIM 5043.4±INV. IN 5036.74 (S)INV. OUT 5039.83 (N)32.48 LF24" RCP@ 0.50%END OUTLET STRUCTURE 1-2STA 10+49.05INV. 5036.91 (S)INV. 5036.91 (N)EXISTINGGROUNDPROPOSEDGROUNDBEGIN OUTLET STRUCTURE 1-2STA 10+58.39INV. 5037.00 (N)100-YR HGLUD UD40.44 LF30" RCP@ 0.50%STMH 2BSTA 10+50.44N: 132800.50E: 185636.84363.57 LF 30" RCP @ 0.20%STMH 2CSTA 14+14.01N: 132755.89E: 185997.67241.67 LF 24" RCP @ 0.57%LOT 330' SANITARY SEWEREASEMENT42.24 LF4" PVC@ 0.20%CLEANOUT 2C-2INV. OUT=5039.23 (NW)FG=5042.7STORM DRAIN LINE 2BSEE SHEET ST2FES 2ASTA 10+10.00N: 132805.46E: 185596.71SANITARY SEWER ASEE SHEET SS156.84 LF12" RCP@ 1.55%OUTLET 2C-1INV. IN=5039.14 (SE)INV. OUT=5039.14 (W)FG=5042.75025503050355040504550505055506050655025503050355040504550505055506050659+5010+0011+0012+0013+0014+0015+0016+0017+0018+00FES 2ASTA 10+10.00INV. 5037.33 (E)40.44 LF30" RCP@ 0.50%STMH 2BSTA 10+50.44RIM 5041.7±INV. IN 5037.53 (E)INV. IN 5037.53 (S)INV. OUT 5037.53 (W)363.57 LF 30" RCP @ 0.20%STMH 2C STA 14+14.01 RIM 5042.6± INV. IN 5038.26 (S) INV. IN 5038.26 (E) INV. OUT 5038.26 (W)241.67 LF 24" RCP @ 0.57%STMH 2D STA 16+55.68 RIM 5045.0± INV. IN 5039.64 (SE) INV. IN 5039.64 (W) INV. OUT 5039.64 (N)82.64 LF24" RCP@ 0.20%INLET 2E STA 17+38.32 FL. EL 5044.3± INV. IN 5039.80 (SE) INV. OUT 5039.80 (NW)27.38 LF15" RCP@ 0.50%STUB 2F STA 17+65.70 INV. 5039.94 (NW)EXISTINGGROUNDPROPOSEDGROUND18"100-YR HGL8" PVC SANITARYSTA.=17+23.46INV.=5036.41E E E E E XEEEEEEEE241.67 LF 24" RCP @ 0.57%82.64 LF24" RCP@ 0.20%INLET 2ESTA 17+38.32N: 132456.27E: 186121.68STUB 2FSTA 17+65.70N: 132433.46E: 186136.8327.38 LF15" RCP@ 0.50%LOT 6LOT 4SALUD DRIVE 50' FL -FL72' ROW30' SANITARY SEWEREASEMENTSANITARY SEWER ASEE SHEET SS1STMH 2DSTA 16+55.68N: 132531.77E: 186088.08SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Strm\1067-001_STRM 1 2.dwg LAYOUT NAME: ST1 DATE: Oct 27, 2021 - 10:17am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xUTIL] [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_Keymap] [1067-001_xSTRM_leg] [1067-001_xTOPO] [1067-001_xGRAD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45ST1PLAN & PROFILE STORM DRAIN 1 & 217 KEYMAP( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCHSTA15+00STORM DRAIN 2EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).6.SEE DETAIL SHEET ER3 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYINLET SCHEDULE:Inlet ScheduleInletInlet TypeInlet SizeOUTLET 2B-1NYLOPLAST30"OUTLET 2CTYPE CN/AOUTLET 2D-1NYLOPLAST30"INLET 2ECOMBOSINGLEINLET 3B-1COMBOSINGLEINLET 3CCOMBOSINGLEINLET 3ETYPE 13DOUBLEINLET 3FCOMBOSINGLEBASIN 3D-1NYLOPLAST8"PROFILE SCALE:LINE MATCH STA 15+00STORM DRAIN 1CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSTORMDRAIN 2STORMDRAIN 2STORMDRAIN 1NORTHNORTHNORTHSTORM DRAIN LINE 2SEE THIS SHEET UDUD20' UTILITYEASEMENT20.21 LF18" HDPE@ 0.84%OUTLET 2B-1STA 10+20.21N: 132780.52E: 185633.8022.01 LF4" PVC@ 0.20%62.36 LF4" PERF. PVC@ 0.20%UD TEE 2B-2STA 10+42.22N: 132759.13E: 185628.6157.14 LF4" PERF. PVC@ 0.20%CLEANOUT 2B-2AINV. OUT=5037.85 (W)FG=5040.2CLEANOUT 2B-3STA 11+04.58N: 132698.67E: 185613.315025503050355040504550505055506050655025503050355040504550505055506050659+5010+0011+0011+50EXISTINGGROUNDPROPOSEDGROUNDSTMH 2BSTA 10+00.00RIM 5041.7±INV. IN 5037.53 (E)INV. IN 5037.53 (S)INV. OUT 5037.53 (W)20.21 LF18" HDPE@ 0.84%OUTLET 2B-1STA 10+20.21RIM 5041.0±INV. IN 5037.70 (S)INV. OUT 5037.70 (N)22.01 LF4" PERF. PVC@ 0.20%UD TEE 2B-2STA 10+42.22INV. 5037.74 (E)INV. 5037.74 (S)INV. 5037.74 (N)62.36 LF4" PERF. PVC@ 0.20%CLEANOUT 2B-3STA 11+04.58RIM 5039.2±INV. OUT 5037.87 (N)100-YR HGLEEEEEEFDCE ELOT 4SALUD DRIVE50' FL-FL72' ROWCLEANOUT 2D-2STA 10+37.86N: 132510.13E: 186061.1824.53 LF4" PERF. PVC@ 0.20%OUTLET 2D-1STA 10+13.33N: 132528.23E: 186077.7410.92 LF12" HDPE@ 0.61%STMH 2DSTA 10+02.41N: 132531.77E: 186088.085025503050355040504550505055506050655025503050355040504550505055506050659+5010+0011+0011+50EXISTINGGROUNDPROPOSEDGROUNDCLEANOUT 2D-2 STA 10+37.86 RIM 5043.0± INV. OUT 5040.60 (NE)24.53 LF4" PERF. PVC@ 0.20%OUTLET 2D-1 STA 10+13.33 RIM 5041.9± INV. IN 5040.55 (SW) INV. OUT 5039.71 (E)10.92 LF12" HDPE@ 0.61%STMH 2D STA 10+02.41 RIM 5045.0± INV. IN 5039.64 (SE) INV. IN 5039.64 (W) INV. OUT 5039.64 (N)100-YR HGLSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Strm\1067-001_STRM 2b 2d.dwg LAYOUT NAME: ST2 DATE: Oct 27, 2021 - 10:18am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xUTIL] [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_Keymap] [1067-001_xSTRM_leg] [1067-001_xTOPO] [1067-001_xGRAD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45ST2PLAN & PROFILE STORM DRAIN 2B & 2D18 KEYMAPNORTH( IN FEET )1 inch = ft.Feet0505050100150STORMDRAIN APROFILE SCALE:STORM DRAIN 2DEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).6.SEE DETAIL SHEET ER3 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYINLET SCHEDULE:Inlet ScheduleInletInlet TypeInlet SizeOUTLET 2B-1NYLOPLAST30"OUTLET 2CTYPE CN/AOUTLET 2D-1NYLOPLAST30"INLET 2ECOMBOSINGLEINLET 3B-1COMBOSINGLEINLET 3CCOMBOSINGLEINLET 3ETYPE 13DOUBLEINLET 3FCOMBOSINGLEBASIN 3D-1NYLOPLAST8"PROFILE SCALE:STORM DRAIN 2BCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSTORMDRAIN 2BSTORMDRAIN 2DNORTH E E E E E E UD UDTFEEEEEEEFDCEE EMT S F WXXXXGV LOT 4SA L U D D R I V E FES 3ASTA 10+00.00N: 132714.57E: 185629.22291.32 LF 24" HDPE @ 0.33%INLET 3B-1STA 12+92.16N: 132420.84E: 185716.14113.08 LF24" HDPE@ 0.33%INLET 3CSTA 14+04.40N: 132383.62E: 185824.1750.49 LF 24" HDPE @ 0.33%INLET 3ESTA 15+38.33N: 132435.96E: 185947.4537.66 LF 15" HDPE @ 0.33%INLET 3FSTA 15+76.00N: 132412.51E: 185976.9350' FL-FL72' ROWPROPOSEDBUILDINGRAIN GARDEN 1STMH 3BSTA 12+91.32N: 132439.81E: 185726.0421.40 LF 15" HDPE @ 2.01%83.45 LF24" HDPE@ 0.33%24X6 TEE 3DSTA 14+54.89N: 132403.65E: 185870.5139.94 LF 6" HDPE @ 7.79%BASIN 3D-1INV. OUT=5044.80 (SE)FG=5046.85025503050355040504550505055506050655025503050355040504550505055506050659+5010+0011+0012+0013+0014+0015+0016+0016+50EXISTINGGROUNDPROPOSEDGROUNDFES 3ASTA 10+00.00INV. 5040.20 (S)291.32 LF 24" HDPE @ 0.33%INLET 3B-1STA 12+92.16FL. EL 5046.5±INV. OUT 5041.58 (NE)113.08 LF 24" HDPE @ 0.33%INLET 3C STA 14+04.40 FL. EL 5046.3± INV. IN 5041.52 (NE) INV. OUT 5041.52 (NW)50.49 LF 24" HDPE @ 0.33%INLET 3E STA 15+38.33 FL. EL 5044.9± INV. IN 5041.97 (SE) INV. OUT 5041.97 (SW)37.66 LF 15" HDPE @ 0.33%INLET 3F STA 15+76.00 FL. EL 5045.0± INV. OUT 5042.09 (NW)100-YR HGL24X6 TEE 3D STA 14+54.89 INV. 5041.69 (NE) INV. 5041.69 (NW) INV. 5041.69 (SW)83.45 LF 24" HDPE @ 0.33%5025503050355040504550505055506050655025503050355040504550505055506050659+0010+0011+00INLET 3B-1 STA 12+92.16 FL. EL 5046.5± INV. OUT 5041.58 (NE)21.40 LF 15" HDPE @ 2.01%STMH 3B STA 10+00.00 RIM 5047.2± INV. IN 5041.15 (SW) INV. IN 5041.15 (SE) INV. OUT 5041.15 (N)EXISTINGGROUNDPROPOSEDGROUNDSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Strm\1067-001_STRM 3.dwg LAYOUT NAME: ST3 DATE: Oct 27, 2021 - 10:18am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xUTIL] [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_Keymap] [1067-001_xSTRM_leg] [1067-001_xTOPO] [1067-001_xGRAD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45ST3PLAN & PROFILE STORM DRAIN 319 KEYMAPNORTH( IN FEET )1 inch = ft.Feet0505050100150EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).6.SEE DETAIL SHEET ER3 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYINLET SCHEDULE:Inlet ScheduleInletInlet TypeInlet SizeOUTLET 2B-1NYLOPLAST30"OUTLET 2CTYPE CN/AOUTLET 2D-1NYLOPLAST30"INLET 2ECOMBOSINGLEINLET 3B-1COMBOSINGLEINLET 3CCOMBOSINGLEINLET 3ETYPE 13DOUBLEINLET 3FCOMBOSINGLEBASIN 3D-1NYLOPLAST8"PROFILE SCALE:STORM DRAIN 3CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSTORM DRAIN 3B-1PROFILE SCALE: XXXXXXXX X XXXXGVXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XXXXXXXXXXutilMXXEEEEEEEEEEE E E E E E E E E E E EEEEUD UDTFEEEEEEEEE EGABRIEL PROPERTIES, LLCDAVID & GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTCITY OF FORT COLLINSLAPORTE AVENUE LLCLAPORTE AVENUE LLCJACOB BROADCASTING OF COLORADODAVID & GRETCHEN OSBORNPROPOSEDBUILDINGDAVID & GRETCHEN OSBORNGABRIEL PROPERTIES, LLC2' CONCRETE PANGRASS SWALEPROPOSED POND OUTFALLPROPOSED STORM MHWITH PUMPS A L U D D R I V ELAPORTE AVENUELOT 1LOT 2LOT 6LOT 4LOT 3LOT 572' ROW50' -72' ROW50' -RAIN GARDEN 1DETENTION POND 1PROPOSEDCONCRETE BOXCULVERTTEMPORARY TURN-AROUNDFUTURE ROADNATURAL HABITATBUFFER ZONENATURAL HABITATBUFFER ZONENATURAL HABITATBUFFER ZONENATURAL HABITATBUFFER ZONELOT 7EXISTING FLOODPLAINEXISTING FLOODWAYEXISTING FLOODPLAINEXISTING FLOODWAYRAIN GARDEN 2RAIN GARDEN 3STORM DRAIN 2SEE SHEET ST1STORM DRAIN 3SEE SHEET ST3STORM DRAIN 1SEE SHEET ST1STORM DRAIN 2DSEE SHEET ST2STORM DRAIN 2DSEE SHEET ST2PROPOSED FLOODPLAINPROPOSED FLOODWAYPROPOSED FLOODWAYPROPOSED FLOODPLAINCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Grad\1067-001_OGRAD.dwg LAYOUT NAME: OG1 DATE: Oct 27, 2021 - 10:18am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xSITE] [1067-001_xTOPO] [NES-xborder] [1067-001_xPUTIL] [1067-001_xEXST] [1067-001_KEYMAP] [1067-001_xGRAD_OVERLOT] [1067-001_GRAD-LEG] [1067-001_xFLD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45NORTH( IN FEET )01 INCH = 50 FEET5050100150KEYMAP#####LEGEND:PROPOSED CONTOUREXISTING CONTOURPROPERTY BOUNDARYPROPOSED SPOT ELEVATION33.43PROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FORLOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FORFOR ALL UNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEYINFORMATION.3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYINGELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTIONSHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEWIMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION ISREQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TOMODIFY THE DESIGN.6.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPEDSTRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONGBUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANYDISCREPANCIES PRIOR TO MOBILIZATION.7.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITECONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THEFLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIMEOF BUILDING PERMIT APPLICATION.8.SEE THE FLOODPLAIN EXHIBIT (SHEET ####) FOR ADDITIONAL INFORMATIONREGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY.5.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIODFROM FEBRUARY 15 THROUGH JULY 15.NOTES:2.0%(47.45)EXISTING SPOT ELEVATIONPROPOSED STORMPROPOSED VERTICAL CURB AND GUTTERPROPOSED SWALECITY OF FORT COLLINS100-YR FLOODPLAINCITY OF FORT COLLINS100-YR FLOODWAY1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN ANATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FORALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES.NATURAL HABITAT BUFFER ZONESOG1GRADING PLAN OVERALL20 46.7046.4246.378' SIDEWALK46.3947.0447.0546.9146.541.9%2.0%46.4246.424 6 . 3 5 46.3546.7047.0447.0446.5446.5446.9246.921.9%1.9%46.354 6 . 4 2 46.7046.3447.0246.8347.04 4 6 . 5 4 46.9246.332.1%1.9%46.7246.8746.7746.4846.942.4%2.1%46.6146.8747.0246.9046.771.3%1.7%47.3747.3747.8647.9947.9947.8647.9548.1048.0947.941.9%2.1%2.1%6.5' SIDEWALK 47.11 UD UD UDXXXX XXXXXXXGVXXXXXXXXXXXXXXXXXXXXXXX X LOT 4LOT 3RAIN GARDEN 1 MIN. MEDIA SQFT=2118 SQFTTOTAL VOLUME=4305 CUFTBOT POND ELEV=4940.2SPILLWAY ELEV=4941.7DETENTION POND 1TOTAL VOLUME=4.73 AC-FT100-YR VOLUME=3.61 AC-FT100-YR WSEL=5041.31WQ VOLUME=0.03 AC-FTSPILLWAY ELEV=4942.543.4940.2044.0143.5644.0144.4144.4644.914 5 . 0 6 45.3945.1845.3546.0746.1645.5745.5645.7445.6345.8145.9445.9045.0044.7144.8545.4945.5345.64 45.3245.4244.7044.7746.3146.354 6 . 4 2 4 6 . 7 046.704 6 . 3 5 46.3546.7046.7046.3746.4846.5447.0847.2346.9146.7246.8746.7746.4846.2546.4946.6446.6846.5446.2046.3246.5646.6546.4146. 3 1 46.6045.0245.0144.9945.0545.5445.6945.6845.4845.434 5 . 5 2 4 5 . 6 945.8545.9445.8845.6745.46 45.37 45. 6 145.7845.8846.7146.4046.7046.7044.2144.7444.4844.3143.7842.3847.504 7 . 3 1 47.49 4 6 . 9 4 47.1046.4747.504 1 . 3 240.2042.8444.1547.13STORM DRAIN 2SEE SHEET ST246.8846.7447.1947.2947.87 47.4546.3045.543 7 . 0 037.8238.6441.9243.0040.2041.5343.007' S I D EW A L K 8' SIDEWALKFFE=47.50FFE=47.5039.6240.25 41.1941.3139.604 0 . 4 8 39.8140.533 7 . 3 7 3 7 . 7 039.1144.2045.5945.26???44.43 44.0043.684 2 . 4 8 4 2 . 9 243.1238.57 43.0843.0042.8042.2141.7041.7042.9342.8040.2040.2040.2240.20 40.2040.2040.202.1%2.1%2.1%2.1%7.0%5.7 %2.3%2.8%3.3%2.6%2.4%3.4% 2.7 % 2.4 % 2. 1 %2.9%3.0%3.6%2.1%2.1%1.9%2.6%2.6%2.6%2.6%5.5%5.9%2.1%3.8%1.9%30.00'SANITARYSEWEREASEMENT24.00'EMERGENCYACCESSEASEMENT4 CONCRETECHANNELPROPOSED TRASHENCLOSURE1.7%2.7%2.3%2.7%11. 3 %3.5%PROPOSED 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINSTORM DRAIN 3SEE SHEET ST3STORM DRAIN 1SEE SHEET ST14.6% 5.1%PROPOSED PONDDEPTH GAUGE6.1%41.7041.7044.00 42.50 42.5043.82100' CONCRETE SPILLWAYSEE DETAIL SHEET D347.45TBC47.5947.14 46.9947. 1 5 TB C46.6946.9646.8446.1245.6445.5845.83SEE CROSSINGDETAILED GRADING THIS SHEET0. 5 %4.5' SIDEWALK2.0 % 2.0 % 2.0 %2.0%2.0%2.0% 2.0%2.3%47.1147.1748.2848.1849.75 49.59TIE TO EXISTINGDITCH CROSSING29.50' PEDESTRIANACCESS EASEMENT24.00' EMERGENCYACCESS EASEMENT36.00'UTILITYEASEMENT47.300 . 5%0.8%1.8%1.9%83-LF NORTH AMERICAN GREENP300 TURF REINFORCEMENT MATOR APPROVED EQUAL.5X5' TYPE LRIPRAP PAD5X5' TYPE LRIPRAP PAD(41.85)(41.99)(42.10)(42.15)(42.02)(42.07)(42.27)(42.30)41.8938.7337.7337.09(42.60)15.00' GRAVELMAINTENANCEACCESS ROADSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Grad\1067-001_GRAD.dwg LAYOUT NAME: G1 DATE: Oct 27, 2021 - 10:19am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xFLD] [1067-001_xGRAD_OVERLOT] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_xTOPO] [1067-001_xEXST] [NES-xborder] [1067-001_GRAD-LEG] [1067-001_KEYMAP] [1067-001_C3D_Proposed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45LEGEND:PROPOSED CONTOUREXISTING CONTOURPROPERTY BOUNDARYPROPOSED SPOT ELEVATION33.43PROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FORLOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FORFOR ALL UNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEYINFORMATION.3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYINGELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTIONSHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEWIMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION ISREQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TOMODIFY THE DESIGN.6.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPEDSTRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONGBUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANYDISCREPANCIES PRIOR TO MOBILIZATION.7.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITECONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THEFLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIMEOF BUILDING PERMIT APPLICATION.8.SEE THE FLOODPLAIN EXHIBIT (SHEET ####) FOR ADDITIONAL INFORMATIONREGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY.5.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIODFROM FEBRUARY 15 THROUGH JULY 15.NOTES:2.0%(47.45)EXISTING SPOT ELEVATIONPROPOSED STORMPROPOSED VERTICAL CURB AND GUTTERPROPOSED SWALECITY OF FORT COLLINS100-YR FLOODPLAINCITY OF FORT COLLINS100-YR FLOODWAY1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN ANATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FORALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES.NATURAL HABITAT BUFFER ZONESKEYMAPCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTHG2G1G3MATCH LINE - SEE SHEET G2MATCH LINE - SEE SHEET G3G1GRADING PLAN21 UDEE ELECXXXXXXXXXXXXOHEOHEOHEOHEOHEXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XXXTELECTH2OWTTELECX XEEEEE E E E E E E E E E E E E E E E E E E E E E WCSWSSS SSSSSSG GG WWWWWWWWWWLAPORTE AVENUE LLCLOT 546.6546.4146.31 46.6045.0245.0144.9945.0545.5445.6945.6845.4845.37 45.6145.7845.8846.7146.4047.1345.3545.2745.2944.9745.1744.8746.8546.6146.4946.5745.1543.7343.46 43.3342.8842.5743.0843.1943.4743.8144.0343.7043.7343.7944.5945.3045.8446.8545.2145.2745.4144.1343.9944.1944.0744.0544.0644.3644.6044.8944.93 44.1744.24 44.3043.41 42.7244.8944.1844.6644.4544.6244.6544.5144.2143.1642.0041.5741.6946.2447.6248.8747.6244.7845.4644.6149.6247.4547.1145.2946.8846.7447.1947.2947.87 45.5445.33HP43.006' SIDEWALK 6' SIDEWALK6' SIDEWALK5' SIDEWALK7' SIDEWALK6' SIDEWALK5' SIDEWALK 8' SIDEWALKFFE=47.503.6%2.1%2.1%20.00' UTILITYEASEMENT10.00' POWER LINEEASEMENT (BOOK1599 PAGE 612)20.00'EMERGENCYACCESSEASEMENT42.5842.7242.7243.0043.0043.0043.0043.0044.5044.5044.60 44.402.1%3.5%2.1%5.9%6.4%7.0%3.7%3.8%3.7%3.4%3.0%2.1%2.1%PROPOSED 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINRAIN GARDEN 2 MIN. MEDIA SQFT=612 SQFTTOTAL VOLUME=875 CUFTBOT POND ELEV=4941.7SPILLWAY ELEV=4942.7STORM DRAIN 2SEE SHEET ST21.7%2.1%3.7%4.2%6.1%47.15TBC46.6946.960.5%2.0%47.5047.5047.5047.50 0.0%0.0%44.5744.6844.8644.89 44.6844.9644.9850.92???0.0%0 . 7%2.0%6.3%45.6946.4646.6145.8847.3047.2447.1846.8247.0046.4746.67RAIN GARDEN 3 MIN. MEDIA SQFT=462 SQFTTOTAL VOLUME=658 CUFTBOT POND ELEV=4943SPILLWAY ELEV=49448.1%8.0%MAPLE STREET42.6241.6141.6742.7241.7241.7241.7241.72FUTURE MAPLE STREETSALUD DRIVE 45.3045.4845.8446.0845.9745.8045.4946.248.1%8.0%45.32SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Grad\1067-001_GRAD.dwg LAYOUT NAME: G2 DATE: Oct 27, 2021 - 10:19am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xFLD] [1067-001_xGRAD_OVERLOT] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_xTOPO] [1067-001_xEXST] [NES-xborder] [1067-001_GRAD-LEG] [1067-001_KEYMAP] [1067-001_C3D_Proposed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45LEGEND:PROPOSED CONTOUREXISTING CONTOURPROPERTY BOUNDARYPROPOSED SPOT ELEVATION33.43PROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FORLOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FORFOR ALL UNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEYINFORMATION.3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYINGELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTIONSHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEWIMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION ISREQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TOMODIFY THE DESIGN.6.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPEDSTRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONGBUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANYDISCREPANCIES PRIOR TO MOBILIZATION.7.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITECONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THEFLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIMEOF BUILDING PERMIT APPLICATION.8.SEE THE FLOODPLAIN EXHIBIT (SHEET ####) FOR ADDITIONAL INFORMATIONREGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY.5.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIODFROM FEBRUARY 15 THROUGH JULY 15.NOTES:2.0%(47.45)EXISTING SPOT ELEVATIONPROPOSED STORMPROPOSED VERTICAL CURB AND GUTTERPROPOSED SWALECITY OF FORT COLLINS100-YR FLOODPLAINCITY OF FORT COLLINS100-YR FLOODWAY1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN ANATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FORALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES.NATURAL HABITAT BUFFER ZONESKEYMAPCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )01 INCH = 30 FEET30306090G2G1G3MATCH LINE - SEE SHEET G1MATCH LINE - SEE SHEET G3G2GRADING PLAN22 EEEG XSS20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" W20" WCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEG GGEGGGGGGGEEEEFOWW XXXXXXXFOEE GGGGGGGGGGGG GGGGGFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWCTVCTVCTVSS CTVCTVG FOFOFOFOFOFOFOOHEOHEOHEOHEOHEFOFOFOFOFOFOFOEE E XXXXXXXW CTVCTVEEEXXXXXXWVWVH2OH2OH2OWVWVWVVAULTELECTCSFOFOTTFOFOWVCSSWVWVWVMWWMWMMH2OMHELECCTELECVAULTELECCSTMHCELECVAULTELECVAULTELECVAULTELECVAULTELECCABLEVAULTELECWVAULTELECCCutilMWVWVHYDXX X X STDAVID & GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTDAVID & GRETCHEN OSBORNGABRIELPROPERTIES, LLCDAVID & GRETCHEN OSBORNLOT 1LOT 2LOT 6LOT 746.6845.4345.8845.6745.46 45.8846.7146.4046.8846.7447.1947.2948.1048.26 47.87 47.4548.8146.302.9%50.51PROPOSED CONCRETEBOX CULVERT(BY OTHERS)47.9948.102.0 % 2.0 %TIE TO EXISTINGDITCH CROSSING2.1%2.1%2.1%1.2%47.9547.14 47.8548.6749.84 49.531.5%2.1%LAPORTE AVENUES A L U D D R I V E SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Grad\1067-001_GRAD.dwg LAYOUT NAME: G3 DATE: Oct 27, 2021 - 10:19am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xFLD] [1067-001_xGRAD_OVERLOT] [1067-001_xPUTIL] [1067-001_xSITE] [1067-001_xTOPO] [1067-001_xEXST] [NES-xborder] [1067-001_GRAD-LEG] [1067-001_KEYMAP] [1067-001_C3D_Proposed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45LEGEND:PROPOSED CONTOUREXISTING CONTOURPROPERTY BOUNDARYPROPOSED SPOT ELEVATION33.43PROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FORLOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FORFOR ALL UNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEYINFORMATION.3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYINGELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTIONSHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEWIMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION ISREQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TOMODIFY THE DESIGN.6.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPEDSTRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONGBUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANYDISCREPANCIES PRIOR TO MOBILIZATION.7.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITECONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THEFLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIMEOF BUILDING PERMIT APPLICATION.8.SEE THE FLOODPLAIN EXHIBIT (SHEET ####) FOR ADDITIONAL INFORMATIONREGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY.5.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIODFROM FEBRUARY 15 THROUGH JULY 15.NOTES:2.0%(47.45)EXISTING SPOT ELEVATIONPROPOSED STORMPROPOSED VERTICAL CURB AND GUTTERPROPOSED SWALECITY OF FORT COLLINS100-YR FLOODPLAINCITY OF FORT COLLINS100-YR FLOODWAY1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN ANATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FORALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES.NATURAL HABITAT BUFFER ZONESKEYMAPCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )01 INCH = 30 FEET30306090G2G1G3MATCH LINE - SEE SHEET G2MATCH LINE - SEE SHEET G1G3GRADING PLAN23 50405045505050555060504050455050505550609+5010+0011+0012+0013+0014+0015+0016+0017+005053.735053.355054.045054.365054.675054.875054.955054.895054.715054.48 5054.24 5054.01 5053.77 5053.53 5053.21 5052.71 5052.04 5051.22 5050.37 5049.52 5048.67 5047.82 5047.08 5046.50 5046.07 5045.80 5045.64 -0.94%-0.60%-1.34%-3.40%1.30%PVI STA = 10+00.00PVI ELEV = 5053.73PVI STA = 10+24.87PVI ELEV = 5053.35PVI STA = 10+30.00PVI ELEV = 5053.45110.0' VCHP ELEV = 5054.95HP STA = 11+77.03PVI STA = 11+68.29PVI ELEV = 5055.25BVCS: 11+13.29BVCE: 5054.53EVCS: 12+23.29EVCE: 5054.73A.D. = 2.24K = 49.0390.0' VCPVI STA = 13+94.25PVI ELEV = 5053.12BVCS: 13+49.25 BVCE: 5053.54 EVCS: 14+39.25 EVCE: 5051.59 A.D. = 2.46K = 36.63112.0' VCPVI STA = 16+00.99PVI ELEV = 5046.09BCVS: 15+44.99 BVCE: 5047.99 ECVS: 16+56.99 EVCE: 5045.75 A.D. = 2.80K = 40.0010' CROSSPANPROPOSEDGRADEEXISTINGGROUNDPROPOSEDGRADEEXISTINGGROUND5040504550505055506050655040504550505055506050659+5010+0011+0012+0013+0014+0015+0016+0017+005054.125053.515053.765053.885054.005054.135054.245054.235054.075053.85 5053.64 5053.42 5053.21 5052.99 5052.74 5052.33 5051.75 5050.99 5050.14 5049.29 5048.44 5047.59 5046.77 5046.10 5045.59 5045.24 5045.04 -3.35%-0.86%-3.40%-0.57%0.50%PVI STA = 10+00.00PVI ELEV = 5054.12PVI STA = 10+19.09PVI ELEV = 5053.4860.0' VCHP ELEV = 5054.25HP STA = 11+85.20PVI STA = 11+93.26PVI ELEV = 5054.35BVCS: 11+63.26BVCE: 5054.20EVCS: 12+23.26EVCE: 5054.09A.D. = 1.36K = 44.0190.0' VCPVI STA = 14+05.07PVI ELEV = 5052.51BVCS: 13+60.07 BVCE: 5052.90 EVCS: 14+50.07 EVCE: 5050.98 A.D. = 2.54K = 35.50111.0' VCPVI STA = 16+14.70PVI ELEV = 5045.39BCVS: 15+59.22 BVCE: 5047.27 ECVS: 16+70.18 EVCE: 5045.07 A.D. = 2.83K = 39.2650405045505050555060504050455050505550609+5010+0011+0012+0013+0014+0015+0016+0017+005053.325053.595053.805054.025054.205054.265054.195053.995053.74 5053.49 5053.23 5052.98 5052.71 5052.29 5051.70 5050.94 5050.09 5049.24 5048.39 5047.54 5046.73 5046.07 5045.57 5045.22 5045.03 5044.87 -2.06%-1.01%-3.40%-0.63%0.86%PVI STA = 10+03.30PVI ELEV = 5053.77PVI STA = 10+30.65PVI ELEV = 5053.2190.0' VCHP ELEV = 5054.26HP STA = 11+74.17PVI STA = 11+77.88PVI ELEV = 5054.47BVCS: 11+32.88BVCE: 5054.08EVCS: 12+22.88EVCE: 5054.02A.D. = 1.88K = 47.9988.0' VCPVI STA = 13+82.04PVI ELEV = 5052.40BVCS: 13+38.02 BVCE: 5052.85 EVCS: 14+26.06 EVCE: 5050.90 A.D. = 2.39K = 36.91110.8' VCPVI STA = 15+87.22PVI ELEV = 5045.42BCVS: 15+31.80 BVCE: 5047.31 ECVS: 16+42.64 EVCE: 5045.07 A.D. = 2.77K = 39.996'x18' RCBCSTA.=14+36.86INV.=5043.031.6'6'x18' RCBCSTA.=14+26.16INV.=5042.986'x18' RCBCSTA.=14+47.55INV.=5043.081'1'EXXX XX MMMCCutilMX XX72' ROW50' -72' ROW 14' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTPROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALKPROPOSED 5' SIDEWALKPROPOSED 30" VERTICALCURB & GUTTERPROPOSED 30" VERTICALCURB & GUTTERPROPOSED 18" VERTICALCURB & GUTTER9' UTILITY EASEMENT50' -LAPORTE AVENUESEE SHEET R3PROPOSED RAMPPROPOSEDREINFORCEDBOX CULVERTPROPOSED RAMP10' CONCRETECROSSPANR25'PROPOSED RAMPSTYPE I DRIVE CUTSTOP SIGNPROPOSED 5' SIDEWALKPROPOSED 5' SIDEWALK STORM DRAIN LINE 3SEE SHEET ST3LAPORTE AVENUELOT 1LOT 2LOT 6LOT 4LOT 7SALUD DRIVER25'R25'R25'SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_STREET A.dwg LAYOUT NAME: R1 DATE: Oct 27, 2021 - 10:20am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xSTRT_leg] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )01 INCH = 40 FEET404080120CENTERLINESALUD DRIVESCALE : 1" = 40' (H) 1" = 5' (V)KEYMAPR1R2EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTSTPROPOSED STORM MANHOLEPROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACINGOF 50 FEET.4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.PROPOSED STORM INLETPROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED ASPHALTLINE MATC H STA 17+00 STAMATCH LINE SEE SHEET 17+00R2LEFT FLOWLINESALUD DRIVESCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESALUD DRIVESCALE : 1" = 40' (H) 1" = 5' (V)R1PLAN & PROFILE SALUD DRIVE24 50365040504550505055506050365040504550505055506017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0026+50503550405045505050555035504050455050505517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0026+50503550405045505050555035504050455050505517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0026+505045.345045.195045.045044.895044.745045.025045.58 2.25%-0.60%PVI STA = 18+35.05PVI ELEV = 5044.68FUTUREGRADE EXISTINGGROUNDPROPOSEDGRADEEXISTINGGROUND(-0.60%)2.25%-4.00%-1.00%PVI STA = 23+05.13 PVI ELEV = 5039.12 200.0' VCHP ELEV = 5047.22HP STA = 19+83.61PVI STA = 20+11.62PVI ELEV = 5048.66BVCS: 19+11.62BVCE: 5046.41 EVCS: 21+11.62 EVCE: 5044.66 A.D. = 6.25K = 32.00120.0' VCPVI STA = 22+31.74PVI ELEV = 5039.85BVCS: 21+71.74 BVCE: 5042.25 EVCS: 22+91.74 EVCE: 5039.25 A.D. = 3.00K = 40.002.25%-4.00%-1.00%PVI STA = 23+05.13 PVI ELEV = 5039.12 200.0' VCHP ELEV = 5047.22HP STA = 19+83.61PVI STA = 20+11.62PVI ELEV = 5048.66BVCS: 19+11.62BVCE: 5046.41 EVCS: 21+11.62 EVCE: 5044.66 A.D. = 6.25K = 32.00120.0' VCPVI STA = 22+31.74PVI ELEV = 5039.85BVCS: 21+71.74 BVCE: 5042.25 EVCS: 22+91.74 EVCE: 5039.25 A.D. = 3.00K = 40.00FUTUREGRADEPROPOSEDGRADE5046.145046.685047.045047.205047.175046.955046.53 5045.91 5045.10 5044.12 5043.12 5042.12 5041.22 5040.47 5039.89 5039.45 5039.17 24" RCP STORMSTA.=18+05.78INV.=5039.755044.755044.615044.475044.335044.245044.375044.575044.90 -0.57%-0.50%0.50%PVI STA = 17+93.64PVI ELEV = 5044.36PVI STA = 18+21.20PVI ELEV = 5044.22PVI STA = 19+24.55PVI ELEV = 5045.35 78.2' VCPVI STA = 18+85.44PVI ELEV = 5044.54BCVS: 18+46.33BVCE: 5044.35ECVS: 19+24.55EVCE: 5045.35 A.D. = 1.56K = 50.062.06%-4.00%-1.00%PVI STA = 19+24.55PVI ELEV = 5045.35 PVI STA = 23+41.11 PVI ELEV = 5038.43 197.2' VCHP ELEV = 5046.57HP STA = 20+17.48PVI STA = 20+49.00PVI ELEV = 5047.92BVCS: 19+50.40BVCE: 5045.88 EVCS: 21+47.60 EVCE: 5043.97 A.D. = 6.06K = 32.53120.0' VCPVI STA = 22+67.73PVI ELEV = 5039.17BVCS: 22+07.73 BVCE: 5041.57 EVCS: 23+27.73 EVCE: 5038.57 A.D. = 3.00K = 40.005044.565044.405044.275044.355044.585045.00 -0.63%-0.50%0.50%PVI STA = 17+56.45PVI ELEV = 5044.36PVI STA = 17+79.42PVI ELEV = 5044.24 68.3' VCPVI STA = 18+31.41PVI ELEV = 5044.50BCVS: 17+97.27BVCE: 5044.33ECVS: 18+65.55EVCE: 5045.35 A.D. = 1.97K = 34.572.47%-4.00%-1.00%PVI STA = 22+69.14 PVI ELEV = 5038.43 186.9' VCHP ELEV = 5046.61HP STA = 19+52.04PVI STA = 19+74.06PVI ELEV = 5048.03BVCS: 18+80.61BVCE: 5045.72EVCS: 20+67.51 EVCE: 5044.30 A.D. = 6.47K = 28.87120.0' VCPVI STA = 21+95.76PVI ELEV = 5039.17BVCS: 21+35.76 BVCE: 5041.57 EVCS: 22+55.76 EVCE: 5038.57 A.D. = 3.00K = 40.00FUTUREGRADEEXISTINGGROUNDPROPOSEDGRADEFUTUREGRADEPROPOSEDGRADE5045.585046.145046.485046.605046.515046.215045.685044.94 5044.00 5043.00 5042.00 5041.02 5040.19 5039.51 5038.99 5038.63 PROPOSED INLET24" RCP STORMSTA.=18+30.99INV.=5039.70FUTUREGRADEEXISTINGGROUNDPROPOSEDGRADEEXISTINGGROUNDFUTUREGRADEPROPOSEDGRADE5045.365045.875046.305046.535046.575046.41 5046.07 5045.53 5044.80 5043.88 5042.88 5041.88 5040.91 5040.10 5039.44 5038.94 5038.59EXISTINGGROUND XXXXXXXXXOHEOHEXXSSS SSSS72' ROW LAPORTE AVENUE LLC9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT50' -72' ROW50' -PROPOSED 30" VERTICALCURB & GUTTER8' TRAIL EDGE OF TEMPORARY TURNAROUND(RECYCLED ASPHALT)PROPOSED 5' SIDEWALKMAPLE STREET (FUTURE ROAD EXTENSION)R25'R25'R28'R28'R50'LOT 5LOT 4STORM DRAIN LINE 2SEE SHEET ST1LOT 6SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_STREET A.dwg LAYOUT NAME: R2 DATE: Oct 27, 2021 - 10:20am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xSTRT_leg] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )01 INCH = 40 FEET404080120CENTERLINESALUD DRIVESCALE : 1" = 40' (H) 1" = 5' (V)KEYMAPR1R2EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTSTPROPOSED STORM MANHOLEPROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACINGOF 50 FEET.4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.PROPOSED STORM INLETPROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED ASPHALTLINEMATCHSTA17+00STAMATCH LINE SEE SHEET 17+00R1 LEFT FLOWLINESALUD DRIVESCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESALUD DRIVESCALE : 1" = 40' (H) 1" = 5' (V)R2PLAN & PROFILE SALUD DRIVE25 504550505055506050655045505050555060506563+0064+0065+0066+0067+0068+0069+0070+0050455050505550605065507050455050505550605065507063+0064+0065+0066+0067+0068+0069+0070+00PROPOSED GRADEEXISTING GRADEULTIMATE GRADE PERLAPORTE AVENUE BRIDGEIMPROVEMENTSPROPOSEDGRADEEXISTINGGRADE5058.215057.825057.475057.195056.915056.645056.395056.145055.885055.60 5055.30 5055.06 5054.85 5054.47 5054.37 5054.20 5054.01 5053.83 5053.61 5053.36 5053.14 5052.96 5052.72 5052.44 5052.15 5051.69 5051.46 5051.20 5051.00 -1.45%-1.52%-1.40%-1.00%-0.70%-0.88%-0.84%PVI STA = 64+50.00PVI ELEV = 5056.26 PVI STA = 65+00.00PVI ELEV = 5055.50PVI STA = 65+25.00PVI ELEV = 5055.15 PVI STA = 65+70.00 PVI ELEV = 5054.70 PVI STA = 66+50.00 PVI ELEV = 5054.14 PVI STA = 67+00.00 PVI ELEV = 5053.70 EVCS: 63+25EVCE: 5059.25 120.0' VCPVI STA = 63+85.00PVI ELEV = 5057.20BVCS: 63+25BVCE: 5059.25EVCS: 64+45EVCE: 5056.33 A.D. = 1.98K = 60.735054.71 5054.85 5054.69 5054.39 5054.27 5054.02 5053.68 5053.59 5053.36 5053.03 5052.81 -0.68%-1.42%-1.06%-0.53%PVI STA = 66+62.59 PVI ELEV = 5053.60 PVI STA = 65+48.37 PVI ELEV = 5054.47 PVI STA = 65+72.51 PVI ELEV = 5054.21 PVI STA = 67+66.48 PVI ELEV = 5053.05ULTIMATE CURB LOCATIONEXISTING GRADEINTERIM CURB LOCATIONTIE TO EXISTINGCURB & GUTTERSTA.=67+66.48EL. = 5053.050TIE TO EXISTINGCURB & GUTTERSTA.=65+48.37EL. = 5054.469SMMMMCABLECCutilMXX X STGABRIELPROPERTIES, LLCDAVID & GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTEXISTING49' -10' CONCRETECROSSPANPROPOSED MILL& OVERLAY17' ℄-EXISTING CURB & GUTTERN:131841.32E:185258.94N:131811.32E:185258.54400' SIGHT DISTANCE TRIANGLE40 MPH (DESIGN SPEED)30 MPH (POSTED)36' - EXISTING 60' ROWEXISTING CURB& GUTTEREXISTING CURB & GUTTERSAWCUTN:131804.63E:185773.62SAWCUTN:131807.37E:185562.41SALUD DRIVESEE SHEET R16' SIDEWALKPROPOSED 80' ROW 6' BIKE LANES89° 15' 14.99"E90.082SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_LAPORTE AVE.dwg LAYOUT NAME: R3 DATE: Oct 27, 2021 - 10:20am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xAerial] [1067-001_xSTRT_leg] [1067-001_xULT] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )01 INCH = 40 FEET404080120CENTERLINELAPORTE AVENUESCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINELAPORTE AVENUESCALE : 1" = 40' (H) 1" = 5' (V)KEYMAPR2EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTSTPROPOSED STORM MANHOLEPROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACINGOF 50 FEET.4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.PROPOSED STORM INLETPROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED ASPHALTR3PLAN & PROFILE INTERIM LAPORTE AVENUE26PROPOSED INTERIM STREET IMPROVEMENTSARE BASED ON THE 30% LAPORTE AVENUEBRIDGE IMPROVEMENTS CONSTRUCTIONPLANS. VERIFY WITH FORT COLLINS ANDENGINEER PRIOR TO CONSTRUCTION TOENSURE ACCURATE DESIGN. 50455050505550605065507050455050505550605065507063+0064+0065+0066+0067+0068+0069+0070+00504550505055506050655045505050555060506563+0064+0065+0066+0067+0068+0069+0070+00EXISTING GRADEULTIMATE GRADE PERLAPORTE AVENUE BRIDGEIMPROVEMENTSEXISTINGGRADE5058.215057.825057.475057.195056.915056.645056.395056.145055.885055.60 5055.30 5055.06 5054.85 5054.47 5054.37 5054.20 5054.01 5053.83 5053.61 5053.36 5053.14 5052.96 5052.72 5052.44 5052.15 5051.69 5051.46 5051.20 5051.00 EXISTING GRADE5056.685055.60 5054.69 5053.68 5052.81 5051.75 5057.445057.105056.905056.455056.245055.885055.39 5054.99 5054.85 5054.38 5054.27 5054.01 5053.59 5053.36 5053.03 5052.39 5052.07 5051.81 5051.46 5051.23 5051.10 -3.28%-3.16%-2.80%-2.44%-1.94%-1.97%-1.80%-1.60%-1.56%-1.48%-1.05%-1.03%-1.00%-0.68%-0.53%PVI STA = 63+25.00PVI ELEV = 5058.87PVI STA = 63+50.00PVI ELEV = 5058.08PVI STA = 63+75.00PVI ELEV = 5057.38PVI STA = 64+00.00PVI ELEV = 5056.77PVI STA = 64+06.19PVI ELEV = 5056.65PVI STA = 64+25.00PVI ELEV = 5056.28PVI STA = 64+45.00PVI ELEV = 5055.92PVI STA = 64+50.00PVI ELEV = 5055.84PVI STA = 65+00.00PVI ELEV = 5055.06PVI STA = 65+25.00PVI ELEV = 5054.69 PVI STA = 65+42.21 PVI ELEV = 5054.51 PVI STA = 65+50.00 PVI ELEV = 5054.43 PVI STA = 65+70.00 PVI ELEV = 5054.23 PVI STA = 66+62.62 PVI ELEV = 5053.60 PVI STA = 67+66.42 PVI ELEV = 5053.05-1.45%-1.52%-1.40%-1.00%-0.70%-0.88%-0.84%PVI STA = 64+50.00PVI ELEV = 5056.26 PVI STA = 65+00.00PVI ELEV = 5055.50PVI STA = 65+25.00PVI ELEV = 5055.15 PVI STA = 65+70.00 PVI ELEV = 5054.70 PVI STA = 66+50.00 PVI ELEV = 5054.14 PVI STA = 67+00.00 PVI ELEV = 5053.70 EVCS: 63+25EVCE: 5059.25 120.0' VCPVI STA = 63+85.00PVI ELEV = 5057.20BCVS: 63+25BVCE: 5059.25ECVS: 64+45EVCE: 5056.33 A.D. = 1.98K = 60.73ULTIMATE GRADE PERLAPORTE AVENUE BRIDGEIMPROVEMENTSTIE TO EXISTING CURB & GUTTERBEGIN CROSS-PANSTA.=66+62.59EL. = 5053.599TIE TO EXISTING CURB & GUTTEREND CROSS-PANSTA.=67+66.42EL. = 5053.050ULTIMATEGRADEEXISTINGGRADEULTIMATEGRADESMMMCABLECCutilXX X STGABRIELPROPERTIES, LLCDAVID & GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTEXISTING49' -10' CONCRETECROSSPANEXISTING CURB & GUTTERN:131805.31E:185715.47400' SIGHT DISTANCE TRIANGLE40 MPH (DESIGN SPEED)30 MPH (POSTED)34' - EXISTING 60' ROWULTIMATE CURB & GUTTERULTIMATE CURB & GUTTERSAWCUTN:131827.50E:185774.45SAWCUTN:131818.90E:185670.76SALUD DRIVESEE SHEET R1ULTIMATE 6' SIDEWALKPROPOSED 80' ROW ULTIMATE 6' BIKE LANEULTIMATE 6' SIDEWALKULTIMATE CURB & GUTTERULTIMATE 6' SIDEWALKULTIMATE 6' BIKE LANESheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_LAPORTE AVE_ULT.dwg LAYOUT NAME: R4 DATE: Oct 27, 2021 - 10:20am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xAerial] [1067-001_xSTRT_leg] [1067-001_xULT] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )01 INCH = 40 FEET404080120CENTERLINELAPORTE AVENUESCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINELAPORTE AVENUESCALE : 1" = 40' (H) 1" = 5' (V)KEYMAPR2EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTSTPROPOSED STORM MANHOLEPROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACINGOF 50 FEET.4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.PROPOSED STORM INLETPROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED ASPHALTR4PLAN & PROFILE ULTIMATE LAPORTE AVENUE27PROPOSED ULTIMATE STREET IMPROVEMENTSARE BASED ON THE 30% LAPORTE AVENUEBRIDGE IMPROVEMENTS CONSTRUCTIONPLANS. VERIFY WITH FORT COLLINS ANDENGINEER PRIOR TO CONSTRUCTION TOENSURE ACCURATE DESIGN. X X XXXOHE OHE OHE OHE OHE OHE OHE OHE X S M CABLE CC utilMXXX ST GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN WILLIAM S. ECKERTPROPOSED 5' SIDEWALK72' ROW 50' FL-FL TEMPORARY RESTRIPING (PHASE 3) LAPORTE AVENUE 19' (TYP.) 9' (TYP.) 38' (TYP.)24'24' 9' (TYP.) 9' (TYP.) 17' (TYP.) 24' 24'10' TRAVEL LANE5' BIKE LANE/3' BUFFER7' PARKING10' TRAVEL LANE5' BIKE LANE/3' BUFFER7' PARKINGA 8 8 8 8 4 4 8 4 A 8 8 4 4 4 8 P0TS ###XXX ST P0TS ###XXX ST 4 4 L 8 8 8 8 4 4 4 12' TRAVEL LANE 12' TRAVEL LANE 10' LEFT TURN LANE10' LEFT TURN LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 6' BIKE LANE 6' SIDEWALK BIKE LANE (WIDTH VARIES) BIKE LANE (WIDTH VARIES)XXXXXXXXXXAC CCu t i l XX X 72' ROW9' UTIL I T Y E A S E M E N T 9' UTILITY EASEMENT PRO P O S E D 5' SI D E W A L K PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER 9' UTILITY EASEMENT 50' -PROPOSED CULVERT TYPE I DRIVE CUT PROPOSED 5' SIDEWALK LOT 1 LOT 2 LOT 6 LOT 7 SALUD DRIVE 72' ROW50' FL -FL K 7 1 1 10' T R A V E L L A N E 5' BI K E L A N E/ 3' B U F F E R 7' PA R KI N G L L J 1 7 7 1 1 17 TYPE I DRIVE CUT 10' T R A V E L L A N E 5' BI K E L A N E/ 3' B U F F E R 7' PA R KI N G 10' TRAVEL LANE 5' BIKE LANE/3' BUFFER 7' PARKING 10' TRAVEL LANE 5' BIKE LANE/3' BUFFER 7' PARKING 1 1 11 1 3 3 1 1 2 ' TRAVE L LANE 1 0 ' LE F T TURN LANE 6 ' B IKE LANE 6 ' S IDEWA LK SheetSALUD FAMILY HEALTH CENTERDRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_STRT STRP.dwg LAYOUT NAME: R5 DATE: Oct 27, 2021 - 10:29am CAD OPERATOR: masonLIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xSTRT_leg]These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRN10/27/2021301 North Howes Street, Suite 100Fort Collins, Colorado 80521www.northernengineering.comPhone: 970.221.4158of 45 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED ASPHALT R5SIGNAGE & STRIPING PLAN28 A SALUD DRIVE STRIPING B INTERIM LAPORTE AVENUE STRIPING YELLOW ISLAND CROSS HATCHING10 WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 6" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B KA E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES 10'30'10'30'10'4" BROKEN WHITE12 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'9'3'9'3'6" WHITE DASHED LINE O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A.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. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C.ALL SIGNAGE SHALL BE PER FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE. STRIPING LEGEND:STRIPING NOTES: 3'9'3'9'3'8" WHITE DASHED LINE (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 30'10'30'10' UD UDUD UDTFXXXXXXGVX XXXXX X X X X X X XXXXXXXXELECELECELECELEC72' ROW PROPOSED 5' SIDEWALK P R O P O S E D 5 ' S I D EW A L K PROPOSED 30" VERTICAL 9' U T I L I T Y E A S E M E N T 50' -8' TRAILL O T 6 L O T 4 LOT 417' (TYP.)9'(TYP.)17' (TYP.)17' (TYP.)17' (TYP.)9' (TYP.)17' (TYP.)9'(TYP.)38' (TYP.)9' (TYP.)17' (TYP.)17' (TYP.)17' (TYP.)17' (TYP.)9'(TYP.)19' (TYP.)17' (TYP.)17' (TYP.)17' (TYP.)24' FL-FL 24' F L - F L 24' FL -FL9' (TYP.)23'23'24'23'22'17' (TYP.)24'24'22'4' CONCRETECHANNEL20' EMERGENCY ACCESSEASEMENT24' EMERGENCY ACCESSEASEMENT5' NOPARKING24' EMERGENCYACCESS EASEMENT10' UTILITY EASEMENT12' PUBLIC ACCESSEASEMENT10' UTILITY EASEMENT12' PUBLIC ACCESSEASEMENT30' SANITARY SEWEREASEMENT1 0 ' T R A V E L L A N E 5' B I K E L A N E / 3 ' B U F F E R 7' P A R K I N G 1 0 ' T R A V E L L A N E 5' B I K E L A N E / 3 ' B U F F E R 7' P A R K I N GP0TS###XXXSTP0TS###XXXSTPFIRE LANEPFIRE LANEPFIRE LANEDEAD END BARRICADERESERVEDPARKINGDEAD END BARRICADESheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_STRT STRP.dwg LAYOUT NAME: R6 DATE: Oct 27, 2021 - 10:21am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xSTRT_leg] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )01 INCH = 30 FEET30306090KEYMAPR6EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTSTPROPOSED STORM MANHOLEPROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACINGOF 50 FEET.4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.PROPOSED STORM INLETPROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED ASPHALTR6SIGNAGE & STRIPING PLAN29 SECTIONLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'65+0050465048505250565060506450465048505250565060506402040600-20-40-60SECTIONLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'65+50504650485052505650605046504850525056506002040600-20-40-60SECTIONLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'66+00504650485052505650605046504850525056506002040600-20-40-60SECTION LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'66+50504650485052505650605046504850525056506002040600-20-40-60SECTION LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'67+00504650485052505650605046504850525056506002040600-20-40-60SECTION LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'67+50504650485052505650605046504850525056506002040600-20-40-60SECTION LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'68+00504650485052505650605046504850525056506002040600-20-40-60SECTION LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'68+50504650485052505650605046504850525056506002040600-20-40-60CROSS-PAN FLOWLINE-4.40%-3.49%-2.8%PROPOSED GRADEEXISTING GRADE-1.4%CROSS-PAN FLOWLINE2.00% ULTIMATECROSS SLOPE2.00% ULTIMATECROSS SLOPE-2.0%-2.0%-1.8%CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVSMMM utilXX X STLAPORTE AVENUESALUD DRI V E 65+0065+50 66+00 66+50 67+00 67+50 68+00 68+5012' TRAVEL LANE12' TRAVEL LANE10' LEFT TURN LANE10' LEFT TURN LANE12' TRAVEL LANE12' TRAVEL LANE12' TRAVEL LANE12' TRAVEL LANE6' BIKE LANE6' SIDEWALKBIKE LANE (WIDTH VARIES)BIKE LANE (WIDTH VARIES)PROPOSED MILL& OVERLAYSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_XSEC_LAPORTE AVE.dwg LAYOUT NAME: XS1 DATE: Oct 27, 2021 - 10:21am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_KEYMAP] [1067-001_xSTRT_leg] [1067-001_xEXST] [1067-001_xSITE] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )01 INCH = 40 FEET404080120KEYMAPEXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTSTPROPOSED STORM MANHOLEPROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACINGOF 50 FEET.4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.PROPOSED STORM INLETPROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED ASPHALTXS1XS1ROADWAY CROSS SECTIONS INTERIM LAPORTE AVENUE30PROPOSED INTERIM STREET IMPROVEMENTSARE BASED ON THE 30% LAPORTE AVENUEBRIDGE IMPROVEMENTS CONSTRUCTION PLANS. VERIFY WITH FORT COLLINS AND ENGINEERPRIOR TO CONSTRUCTION TO ENSUREACCURATE DESIGN. XXXMMVAULTELECCCutilXX X X X X53.6054.2853.3453.0653.4653.92 53.4853.2153.4853.5654.723.6%0.5%1.4%100'CROWNTRANSITION0.0%0.9%0.9%0.5%0.9%2.3%2.2%54.0354.04LAPORTE AVENUEWILLIAM S. ECKERTLOT 1SALUD DRIVEPROPOSED10' CONCRETECROSSPANPROPOSED VERTICALCURB & GUTTERPROPOSED VERTICALCURB & GUTTER6' SIDEWALK5' SIDEWALK5' SIDEWALK 50' FL-FL72' ROW80' ROW 54.3354.3254.2053.8553.8154.0354.2154.446' BIKE LANE???53.740.4%53.700.6%0.5%0.5%0.5%2.4%53.60ULT54.02ULTXXXXXX44.7845.3245.574 9 . 4 1 49.144 8 . 6 5 4 7 . 6 244.6145.4245.724 5 . 7 0 49.1548.5545.3546.9547.1845.414.2%4.2%44.2244.3644.2544.4544.6144.27LAPORTE AVENUE LLCLOT 6LOT 5LOT 4SALUD DR IVE PROPOSED6' CONCRETECROSSPAN44.5844.89PROPOSED VERTICALCURB & GUTTER5' S IDEWALK R50'R28'R28'R25'R25'72' ROW50' FL-FL8' SIDEWALK44.6744.5644.86 44.8944.6844.6544. 9 6 44.980.7%4.9%4.7%45.1044.9345.292.3%2.3%2.3%2.3%2.3%0.5%1.0% SALUD DRIVE 48.8147.5546.4046.7246.7145.8847.4549.4948.8146.4047.092.3%2.2%2.3%2.3%47.143.4%3.4%47.6848.232.2%2.2%3.2%1.9%47.5550' FL-FL72' ROW5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKR25'R25'LOT 6LOT 4PROPOSEDGRAVEL DRIVEPROPOSED VERTICALCURB & GUTTERPROPOSED VERTICALCURB & GUTTERPROPOSED PRIVATE18" VERTICAL CURB & GUTTERPROPOSED VERTICALCURB & GUTTERPROPOSEDTYPE 1 DRIVE CUTPROPOSED PRIVATE18" VERTICAL CURB & GUTTER24' FL-FL3.4%3.1%3.4%3.1%47.1946.7547.2946.8748.3149.2748.47PROPOSED 6" CURB49.3648.5047.8748.183.9%5.1%SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Strt\1067-001_INT.dwg LAYOUT NAME: INT1 DATE: Oct 27, 2021 - 10:21am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_KEYMAP] [1067-001_xSITE] [1067-001_xEXST] [1067-001_C3D_Roads] [1067-001_xSTRT_leg] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45INT1INTERSECTION DETAILSCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )01 INCH = 20 FEET20204060KEYMAPINTERSECTION DETAIL (INTERIM & ULTIMATE LAPORTE AVE)AINTERSECTION DETAILBEXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTSTPROPOSED STORM MANHOLEPROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACINGOF 50 FEET.4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.PROPOSED STORM INLETPROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED ASPHALTINTERSECTION DETAILCACB31PROPOSED INTERIM STREETIMPROVEMENTS ARE BASED ON THE 30%LAPORTE AVENUE BRIDGE IMPROVEMENTSCONSTRUCTION PLANS. VERIFY WITH FORT COLLINS AND ENGINEERPRIOR TO CONSTRUCTION TO ENSUREACCURATE DESIGN. 100101PLAN VIEWCROSS VIEW45 ELBOWSERVICE WYE8 IN. PVC SEWER PIPECOMPACTED GRANULAR MATERIALAIR-TIGHT PLUG WITH4 IN. X 4 IN. MARKERUNYIELDING PIPE BEDDINGOF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPENOTE: WYE CONNECTION NOTALLOWED ON VCP LEAN CONCRETE o20 MIN.o45 MAX.oTRENCHUNYIELDING PIPE BEDDINGOF COMPACTED ROCK OR4 IN. X 4 IN.MARKERAIR-TIGHT PLUGSERVICE WYE DETAILWW-9FLAT-TOP MANHOLEALTERNATE BASEPOURED INVERTPRECAST MANHOLE BASE2 IN. MIN.SLOPE1 IN. MIN.8 IN. MIN.6 IN.15 IN. OR LESS48 IN.60 IN.18 IN. TO 30 IN.72 IN.OVER 30 INCHESMIN. MANHOLEMINIMUM INSIDE DIAMETER OFDIAMETERMANHOLE SHALL BE AS FOLLOWS:PIPE SIZE5 FT. MIN. DEPTH CONCRETE ADJUSTMENT SHIMSGROUTED INSIDEASTM C-478 ECCENTRIC CONEPRE-FORMED PLASTIC GASKETASTM C-478 MANHOLE SECTIONSGROUT BASE TO BARRELSECTION ON INSIDEPRE-FORMED PLASTIC GASKETCAST-IN-PLACE CONCRETE BASE16 IN. MAX.FINISHED GRADE30 IN. MIN.48 IN. MAX.VARIABLE 28 IN. MAX.24 IN.SEE TABLE6 IN.12 IN.SLOPE1 IN./FT.18 IN.MAX.MANHOLE RUNGS12 IN. O.C.8 IN. MINSTANDARD MANHOLEWW-3STANDARD MANHOLESEWER BEDDING REQUIREMENTSCOMPACTED GRANULAR MATERIALCONFORMING TO CDDH #67LOWER LIMIT OFTRENCH WALLSLOPINGINITIAL LIFT *12 IN. MIN.PIPE O.D.4 IN. MIN.TRENCH WIDTH AS SPECIFIEDIN SECTION 02221COMPACTED GRANULAR MATERIALCONFORMING TO CDDH #67*BEDDING REQUIRMENTSWW-1SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Details\1067-001_Utility Details.dwg LAYOUT NAME: D1 DATE: Oct 27, 2021 - 10:21am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45D1UTILITY DETAILS32 102STANDARD SEWER SERVICE103POURED INVERT1 IN. MIN.SLOPEPRECAST MANHOLE BASEALTERNATE BASE6 IN.8 IN. MIN8 IN. MIN.2 IN. MIN.MIN. MANHOLEPIPE SIZEMANHOLE SHALL BE AS FOLLOWS:MINIMUM INSIDE DIAMETER OFOVER 30 INCHES18 IN. TO 30 IN.15 IN. OR LESSDIAMETER72 IN.60 IN.48 IN.PRE-FORMED PLASTIC GASKETGROUT BASE TO BARRELSECTION ON INSIDEPRE-FORMED PLASTIC GASKET12 IN.6 IN.5 FT. MAX.1 IN./FT.SLOPE18 IN. MAX.MANHOLE RUNGS12 IN. O.C. AS NEEDEDSEE TABLEFINISHED GRADE16 IN. MAX.28 IN. MAX.CAST-IN-PLACE CONCRETE BASEASTM C-478 MANHOLE SECTIONSOF CONICAL TOP ASTM C-478CONCRETE ADJUSTMENT SHIMSGROUTED INSIDENOTE: IF MANHOLE DEPTH IS LESS THAN 3 FEET, TOPSECTION SHALL HAVE A CONCENTRIC OPENING.2 IN. MIN.FLAT SLAB TOP SECTION IN LIEUFLAT-TOP MANHOLEWW-5CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental Planner106TYPICAL WATER SERVICETAP CONNECTION FOR CATHODICALLYPROTECTED MAIN104TRACER WIRE DETAIL105666666666666 6 6 6 6 6 6 6 6 6 6 6STREETSTREET 6 201STANDARD CONCRETE THRUST BLOCKS200WATER MAIN BEDDING REQUIREMENTS202FIRE HYDRANT INSTALLATIONSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Details\1067-001_Utility Details.dwg LAYOUT NAME: D2 DATE: Oct 27, 2021 - 10:21am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45D2UTILITY DETAILS33STEEL CASING DETAIL205CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental Planner206STANDARD EXTERIOR SETTING FOR1-1/2" AND 2" WATER METERS206STANDARD EXTERIOR SETTING FOR1-1/2" AND 2" WATER METERS (PLAN VIEW) 503050355040504550505055506050305035504050455050505550609+7510+0011+0012+0013+0014+0015+0016+0017+0017+258" PVC8" PVC8" PVC8" PVCSTA. 11+72.045° BENDT.O.P.=5037.99STA. 13+35.10.9° DEFLECTIONT.O.P.=5040.72STA. 11+63.545° BENDT.O.P.=5037.99STA. 11+73.845° BENDT.O.P.=5039.81STA. 11+93.80.4° DEFLECTIONT.O.P.=5039.81STA. 11+41.70.9° DEFLECTIONT.O.P.=5039.81STA. 11+61.745° BENDT.O.P.=5039.81STA. 11+01.70.4° DEFLECTIONT.O.P.=5040.74STA. 11+21.70.9° DEFLECTIONT.O.P.=5040.11 STA. 15+12.8 45° BEND T.O.P.=5040.06 STA. 15+72.8 45° BEND T.O.P.=5040.06 STA. 15+80.2 45° BEND T.O.P.=5047.47 STA. 14+88.7 1.3° DEFLECTION T.O.P.=5044.15 STA. 15+08.7 45° BEND T.O.P.=5044.15 STA. 16+02.1 0.9° DEFLECTION T.O.P.=5047.47 60-LF 16" STEELCASING PIPE(0.375-IN)PROPOSED CLAYCUT-OFF WALL. EXTEND1-FT ABOVE MAX WATERSURFACE ELEVATION OFDITCH2' COVERPROPOSED CLAYCUT-OFF WALL. EXTEND1-FT ABOVE MAX WATERSURFACE ELEVATION OFDITCHPROPOSEDGROUNDEXISTINGGROUNDPROPOSEDDITCH6'X18' RCBCSTA.=15+42.53INV.=5043.0418" MIN.24" RCP STORMSTA.=11+68.70INV.=5039.74WATER MAIN LOWERING203WATER MAIN LOWERINGGRAVITY BLOCKS204SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Details\1067-001_Utility Details.dwg LAYOUT NAME: D3 DATE: Oct 27, 2021 - 10:21am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45D3UTILITY DETAILS34CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerPROFILE SCALE:VERT. 1"=5'HORIZ. 1"=50'8" WATER MAIN LOWERING205 400401CONCRETE END SECTIONSSTANDARD MANHOLESTORMWATER BEDDING REQUIREMENTSSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Details\1067-001_Drng Details.dwg LAYOUT NAME: D4 DATE: Oct 27, 2021 - 10:21am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45D4DRAINAGE DETAILS35 403CONCRETE TRICKLE PAN407SECTION C-CSECTION B-BSECTION A-ADETAIL 1PLANAABCCB401CONCRETE SIDEWALK CULVERTDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerDETENTION POND DEPTH GAUGE410409D4EMERGENCY OVERFLOW WEIR DETAILTOP OF WALL (B)MIN 8"THICK WALL2-#4 BAR2-#4 BAR3" CLEAREACH WAY#3 TIES18" MIN O/C#4 BAR 18" O/CTOP OF WEIR (A)BURIED RIPRAPTYPE- L (TYP.)TOP OF WALL (C)2"CONCRETENOTES:1. MAXIMUM SPACING OF CONTRACTION JOINTS IS TEN (10) FEET.2. EXPANSION JOINTS REQUIRED AT 400 FOOT MAXIMUM SPACING. ADDITIONAL JOINTS MAY BEREQUIRED AT THE DISCRETION OF THE ENGINEER. SEE JOINT DETAILS.3. CONCRETE SURFACES TO RECEIVE A LIGHT BROOM FINISH.CROSS SECTION B - B408SCOUR-STOP4'PLAN4'x4' SCOUR-STOP6"6"MIN.4" CURBMINIMUM 6" THICK CDOTCLASS D CONCRETE4'x4' SCOUR-STOPFINISHED GRADE(RAIN GARDEN)1% ±CROSS SECTION A - A4"2"1'4:1AA4"1'6"RIBBED CONCRETE RUNDOWNBB4"100 YR-HGL SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Details\1067-001_Drng Details.dwg LAYOUT NAME: D5 DATE: Oct 27, 2021 - 10:21am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45D5DRAINAGE DETAILS36 501SINGLE CURB INLETTYPE-C INLET300TYPE-13 INLET300CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerREVD7001-110-397DWG NO.1 OF 1SHEET1:40SCALEDWG SIZEA3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.comDRAIN BASIN WITH DOME GRATEQUICK SPEC INSTALLATION DETAILTITLEPROJECT NO./NAMEMATERIALDATEREVISED BY03-25-10DATEEBCDRAWN BY03-11-16NMH8" - 30"(3) VARIABLE SUMP DEPTHACCORDING TO PLANS(6" MIN. ON 8" - 24", 10" MIN. ON 30"BASED ON MANUFACTURING REQ.)4" MIN ON 8" - 24"6" MIN ON 30"MINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURERRECOMMENDATION(MIN. MANUFACTURINGREQ. SAME AS MIN. SUMP)(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TOPLANS/TAKE OFF)THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)NYLOPLAST DRAIN BASIN WITH DOME GRATE1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065.4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24").5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.(1, 2) INTEGRATED DUCTILE IRONGRATE TO MATCH BASIN O.D.THIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.®©2013 NYLOPLAST(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERSAVAILABLE: 4" - 30" FOR CORRUGATED HDPE(ADS N-12/HANCOR DUAL WALL, ADS/HANCORSINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),PVC DWV (EX: SCH 40), PVC C900/C905,CORRUGATED & RIBBED PVC(5) ADAPTER ANGLES VARIABLE0° - 360° ACCORDING TO PLANS406NYLOPLAST AREA DRAIN w/ DOME GRATE120°90°60°ASCREEN SLOT TABLEABCDEFPIPE SIZEROWS OFSLOTS SLOTLENGTHMAXIMUMSLOT WIDTHAPPROX.SLOT/ROWPER FOOTAPPROX.SLOTSPACINGOPEN AREAPER FOOT4"3 (MIN.) - 6 (MAX.)1.06"-1.50"0.032"141/2"-3/4"1.90-3.15 SQ. IN.NOTES:1."SLOTTED HDPE" AND "PERFORATED HDPE" SHALL MEAN THE SAME THING WHENREFERRING TO UNDERDRAINS IN THIS PLAN SET.2.ALTERNATE SLOT DIMENSIONS AND PERFORATIONS REQUIRE EXPLICIT APPROVAL OF THEENGINEER.401DIMENSIONS FOR PERFORATED HDPE PIPE407RAIN GARDEN CLEANOUT DETAIL12" MIN.SEE RAINGARDEN DETAIL SPILL ELEV.SECTION B-BSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Details\1067-001_Drng Details.dwg LAYOUT NAME: D6 DATE: Oct 27, 2021 - 10:21am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45D6DRAINAGE DETAILS37 BIORETENTION DETAIL600D61.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTIONSPECIFICATIONS.2.PRE-CONSTRUCTION2.1.CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTINGINFILTRATION RATES.2.2.CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURINGCONSTRUCTION INSPECTION CHECKLISTS".3.DURING CONSTRUCTION:3.1.CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTIONBASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS.3.2.LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA.3.3.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRISAND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM.4.GEOTEXTILE LINERS:4.1.WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONGPERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL.4.2.WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS ANDRECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TOMANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.4.3.WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITYPOLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OFIMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION.4.4.WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOWFOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER.5.AGGREGATES AND BSM:5.1.ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1%FINES.5.2.RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67.5.3.DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9.5.4.THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUNDAT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/NOTES:8" MIN 4" MIN DIAMETERPERFORATED PVCUNDERDRAIN2" MIN 30" MIN12" MAX1GEOTEXTILE LINER(AS PER PLAN)MAXIMUM ALLOWABLEPONDING DEPTH IS 12"FROM THE TOP OF THEMULCH4 MAXNON-FLOATABLEMULCH (AS PERPLAN)3"PONDING DEPTH MUSTNOT EXCEED FLOWLINEELEVATION OF ADJACENTGUTTERFOREBAY IS REQUIRED TOBE PLACED AT ALL INFLOWLOCATIONS; WITH AMINIMUM 3" DROP FROMGUTTER FLOWLINE TOFOREBAY4" MIN DEPTH OFDIAPHRAGM AGGREGATE8" MIN DEPTH OFRESERVOIR AGGREGATE18" MIN DEPTH OFBIORETENTION SANDMEDIA8" MIN DEPTHTHICKENED CURBADJACENT TOVEHICULARPAVEMENTSOVERFLOWRISER OPTION(AS PER PLAN)8" MIN DEPTHTHICKENED CURBADJACENT TOVEHICULARPAVEMENTSSTANDARD CROSS-SECTION12WALLED CROSS-SECTIONPONDING DEPTH MUSTNOT EXCEED FLOWLINEELEVATION OF ADJACENTGUTTER18" MIN4"12" MAX30" MIN 36" MIN BASIN WIDTHCOVER PLATE8"SIDEWALK CHASE18" MINOVERFLOW RISEROPTION (AS PER PLAN)REINFORCEDCONCRETE WALLS (ASPER PLAN)4" MIN DEPTH OFDIAPHRAGM AGGREGATE8" MIN DEPTH OFRESERVOIR AGGREGATE18" MIN DEPTH OFBIORETENTION SAND MEDIAMAXIMUM ALLOWABLEPONDING DEPTH IS 12"FROM THE SURFACE OFTHE MULCH4" MIN DIAMETERPERFORATED PVCUNDERDRAIN6.UNDERDRAIN:6.1.UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOTFALL INTO OR CLOG THE OPENINGS.6.2.DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK.6.3.UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THEUNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THEBIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY.7.OVERFLOW INLET:7.1.AN OVERFLOW INLET OR RISER PIPE SHALL BE PROVIDED.7.2.ALL OVERFLOW RISER PIPE SHALL BE CAPPED WITH A DOME-SHAPED GRATE.7.3.AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS.8.CLEANOUTS:8.1.PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION.8.2.CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THEAPPROVED PLANS.8.3.CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPINGMATERIALS, AS REQUIRED.9.FOREBAY:9.1.THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES.10.LANDSCAPE MATERIALS10.1.CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BENON-FLOATABLE.10.2.IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BEMEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE.10.3.ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS AREPREFERRED FOR BIORETENTION BASINS.10.4.LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN.10.5.TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN.2" MIN 8" MIN 4"8"NATIVE SOILZONEFLATAPPROVED:DRAWN BY:DETAILSCONSTRUCTIONDATE REVISED:DETAILSTORMWATERBIORETENTIONDECEMBER 2018HEMD-53CITY OF FORT COLLINSBIORETENTION SAND MEDIA SPECIFICATIONPART 1 - GENERALA.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects largerthan two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful toplant growth or prove a hindrance to the facility's function and maintenance.B.BSM shall be free of plant or seed material of non-native, invasive species, or weeds.C.Fully mixed BSM shall be tested prior to installation and meet the following criteria:1.P-Index of less than 302.pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (tolower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility.3.Cation Exchange Capacity (CEC) greater than 104.Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5.BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense.D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneousconsistency shall be done to the satisfaction of the Owner.PART 2 - SOIL MATERIALSA.Sand1.BSM shall consist of 60-70% sand by volume meeting ASTM C-33.B.Shredded Paper1.BSM shall consist of 5-10% shredded paper by volume.2.Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY.3.Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed toprevent clumping.C.Topsoil1.BSM shall consist of 5-10% topsoil by volume.2.Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material.3.Onsite, native material shall not be used as topsoil.4.Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be freeof subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health.5.Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6.Contractor shall certify that topsoil meets these specifications.D.Leaf Compost1.BSM shall consist of 10-20% leaf compost by volume.2.Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradationand transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition.3.The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable ofsustaining growth of vegetation, with no materials toxic to plant growth. 4.Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider'smost recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the projectsite.5.Compost material shall also meet the following criteria:a.100 percent of the material shall pass through a 1/2 inch screenb.PH of the material shall be between 6.0 and 8.4c.Moisture content shall be between 35 and 50 percentd.Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+)e.Maturity indicator expressed as Carbon to Nitrogen ration < 12f.Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4g.Minimum organic matter shall be 40 percent dry weight basish.Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cmi.Phosphorus content shall be no greater than 325 parts per millionj.Heavy metals (trace) shall not exceed 0.5 parts per millionk.Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levelsl.Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levelsPART 3 - EXECUTIONA.General1.Refer to project specifications for excavation requirements.B.Placement Method1.BSM material shall be spread evenly in horizontal layers.2.Thickness of loose material in each layer shall not exceed 9-inches.3.Compaction of BSM material is not required.601BIORETENTION SAND MEDIA SPECIFICATIONSDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental Planner605D6MODIFIED WATER QUALITY OUTLET STRUCTURE603WATER QUALITY OUTLET STRUCTURE (CONCRETE REINFORCEMENT ONLY)Pond 1ELEV 15037ELEV 25038.0ELEV 35039.00D wq (FT)1.90W1 (FT)4.00L1 (FT)4.00L2 (FT)3.00L3 (FT)8.00HOLE DIA (INCH) 3/8# ROWS2# COLUMNS1100-YR ORIFICE(INCH)N/ASPILLWAY ELEV.5042.5BARNES SERIES 3SEL-L - 3HP PUMP (0.6CFS @ 13FT HEAD)FREE-STANDING FLOAT SWITCH3" UNION3" SWINGCHECKELECTRIC POWER LINEIN CONDUIT (LOCATIONAND INSTALLATION TOBE DETERMINED BYELECTRICIAN)MANHOLE BASEE606D6STORM LINE 1 MANHOLE WITH PUMPON/OFF AND DISCONNECTNOTES:1)SEE FORT COLLINS WATER QUALITY OUTLET STRUCTURE FORREINFORCEMENT DETAILSEE MODIFIED DETAIL 605 FOR BOX DIMENSIONSPIPE SUPPORTFINISHED GROUND3" PVC(ELEVATIONS PER STORM 1PLAN AND PROFILE)1'1'0.5'CONCRETEHEADWALL SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Details\1067-001_Site Details.dwg LAYOUT NAME: D7 DATE: Oct 27, 2021 - 10:21am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45D7SITE DETAILS38CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR700CURB AND GUTTER/SIDEWALKGENERAL NOTES:1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLEDIN RADIUS AND PAN.2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIALSTREET.3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL ANDCOLLECTOR STREETS.STREET INTERSECTION GUTTER DETAIL701CORNER AND MID-BLOCK RAMP DETAIL702704STANDARD DRIVEWAY APPROACH (TYPE I)705STANDARD SIDEWALK DETAILDIRECTIONAL RAMP DETAIL703806TRUNCATED DOME WARNING SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Details\1067-001_Site Details.dwg LAYOUT NAME: D8 DATE: Oct 27, 2021 - 10:21am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45D8SITE DETAILS39CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR800SIGN POST DETAILBICYLCE LANE MARKING805FIRE ACCESS INSTALLATION DETAIL802804DEAD END BARRICADE)FIRE ACCESS ROAD SIGNS801STREET NAME SIGN803806HANDICAP PARKING DETAIL807GRAVEL MAINTENANCE ACCESS ROAD SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Details\1067-001_BRDG_DETL.dwg LAYOUT NAME: D10 DATE: Oct 27, 2021 - 10:22am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45D10BOX CULVERT DETAIL40 XX20" W20" W20" W20" W20" W20" W20" W20" W20" W20" WCTVCTVCTVCTVCTVGGGGGGGGGGGGGEEEEGGGEEXXXXEGGGGGGGGGGW FOFOFOFOFOWWWWWWCTVW WFOFOFOFO FOOHEOHEOHEOHEOHEFOFOFOFOFOE FO FO ELECX XXXXGVXXXXXXXXXXXXXXXXXXSS XXXXXXOHEOHEXXXXXXXXXXXX X X X XXXXXCTVCTVEEXXXWVWVH2OH2OH2OWVWVWVVAULTELECTCSFOFOTTFOFOWVVAULTF.O.ACACACELECELECELECELECCSSWVWVWVMWWMWMMH2OACMHELECCELECMTCELECELECELECELECTH2OWTELECVAULTELECCSTMHCELECELECELECMCTTELECELECELECX XVAULTELECVAULTELECVAULTELECVAULTELECVAULTELECCABLEVAULTELEC EEE E E E E E E E E E E E E E E E E E E E E E EWVAULTELECCCutilMWWVWVHYDXX WCSWSSWX WWUD TFEVTCWDWDWDIPIPIPIPIPRRRSRSMUOPRRRSRSSTORM DRAIN 1SEE SHEET ST1STORM DRAIN 2SEE SHEET ST1STORM DRAIN 2BSEE SHEET ST2STORM DRAIN 2DSEE SHEET ST2STORM DRAIN 3SEE SHEET ST3CWAIPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF SF S FSF SFSFRSSFSFSFSFIPRSRRRSIPRRSF SF SF SF S F S FSFSF SF83-LF NORTH AMERICAN GREENP300 TURF REINFORCEMENT MATOR APPROVED EQUAL.SFRSRSIPLOT 1LOT 2LOT 6LOT 4LOT 3LOT 5LOT 7LAPORTE AVENUES A L U D D R I V E FUTURE MAPLE STREETS F S F S F SFSFSFSF20" W20" W20" W20" W20" W20" WCTVGGGGGGEXFO GGGGGGGFOFOFOFOFOFOE XXWVWVH2OTFOFOH2OVAULTELECCCutilMX XSFSFSFSF SF SF SF SF SF S F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMUMULOT 1LOT 2LOT 7LAPORTE AVENUESOHEOHEOHE12" SS12" SSXXXXSF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Drng\1067-001_EROS.dwg LAYOUT NAME: ER1 DATE: Oct 27, 2021 - 10:22am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_xGRAD] [1067-001_xSITE] [1067-001_xTOPO] [1067-001_xEXST] [1067-001_xPUTIL] [1067-001_xGRAD_OVERLOT] [1067-001_xPHAS_Table] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental Planner( IN FEET )01 INCH = 60 FEET6060120180NORTHER1EROSION CONTROL PLAN LEGEND:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETUDPROPOSED UNDERDRAINWATTLE DIKEINLET PROTECTIONIPVEHICLE TRACKING CONTROL PADVTCSFSILT FENCESFSFROCK SOCKRSRIP RAPRR1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAWMULCH SPECS UNLESS OTHERWISE DIRECTED.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.DRYWELLS AND BIORETENTION MEDIA TO BE INSTALLED AFTER STABILIZATIONOF OVERLOT GRADING.5.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPONCOMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. (SEE LANDSCAPEPLANS) THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVESEED FOR COVER CROPS ARE AS FOLLOWS:GREAT BASIN WILRYE3LBS/ACREGREEN NEEDLEGRASS2LBS/ACREINDIAN RICEGRASS1LBS/ACRESLENDER WHEATGRASS2LBS/ACRETHICKSPIKE WHEATGRASS3LBS/ACREWESTERN WHEATGRASS4LBS/ACRETRITICALE10LBS/ACREWINTER WHEAT5LBS/ACRE6.REFER TO THE FINAL DRAINAGE REPORT FOR SALUD FAMILY HEALTH CENTERDATED JUNE 24, 2020 FOR ADDITIONAL INFORMATION.7.SEE LANDSCAPE PLANS FOR PERMANENT STABILIZATIONGENERAL NOTES:WDTRAFFIC CONTROL BARRICADETCBCONCRETE WASH AREACWAOUTLET PROTECTIONOPCFCONSTRUCTION FENCECFCFLIMITS OF DISTURBANCELODMUSEEDING & MULCH (SEE LANDSCAPE PLANS)41BPHASE 4 CONSTRUCTIONSCALE: 1"=50'APHASE 3 CONSTRUCTIONPHASING SEQUENCEPHASE1234General site demolition for construction of Salud Parkway, existing Salud facility to remain activeInstallation of utilities (water, wastewater, storm, elec, etc.)Grading of detention facilitiesConstruction of Salud ParkwayConstruction of new Salud facilityReconstruction of Laporte Ave and relocation of existing Salud facility accessDemolition and overlot grading of existing Salud FacilityANY DISTURBED PORTIONS OFTHE DITCH MUST BE RE-SEEDEDAND MULCHEDMATCHLINE - SEE BOTTOM LEFTMATCHLINE - SEE TOP RIGHTNORTH SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Drng\1067-001_EROS.dwg LAYOUT NAME: ER2 DATE: Oct 27, 2021 - 10:22am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_xGRAD] [1067-001_xSITE] [1067-001_xTOPO] [1067-001_xEXST] [1067-001_xPUTIL] [1067-001_xGRAD_OVERLOT] [1067-001_xPHAS_Table] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRER2EROSION CONTROL DETAILS VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'S, PIPES,DIRT, GRAVEL OR ASPHALT, SHALL BEPLACED IN GUTTER TO FACILITATEMOUNTING CURB; HOWEVER, CURB MAY BECUT DOWN TO A HEIGHT OF 2" OR HIGHERFOR EASIER ACCESS AND REPLACED ATPROJECT COMPLETION. OTHER ACCESSDEVICES MAY BE USED AS ACCEPTED BYTHE CITY.CURB CUT 50' MIN.2" MIN.6" MIN.6" MIN.ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARDAND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITYINSPECTOR.IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BECLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTINGA WASHWATER SEDIMENT TRAP.5.6.IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.4.5.VTC000CONCRETE WASHOUT AREA002ROCK SOCK DETAIL003VEHICLE TRACKING CONTROL PADROCK SOCK SECTIONROCK SOCK PLANROCK SOCK JOINTINGROCK SOCK INSTALLATION NOTES1.SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS.2.CRUSHED ROCK SHALL BE 112" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITHGRADATION SHOWN ON THIS SHEET (112" MINUS).3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF12", RECOMMENDED MINIMUM ROLL WIDTH OF 48".4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2"CENTERS ON ENDS OF SOCKS.5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THEROCK ENCLOSURE.GRADATION TABLESIEVE SIZEMASS PERCENTPASSING SQUAREMESH SIEVESNO. 42"1001-1/2"90-1001"20-553/4"0-153/8"0-5MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FORCONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,ALL SIDESWIRE ENCLOSED 1 1/2"WASHED ROCK2'RS004SILT FENCE/PERIMETER PROTECTIONPOSTSPREASSEMBLED SILT FENCEPOSTS SHALL OVERLAPAT JOINTS SO THAT NOGAPS EXIST IN SILT FENCE.NOTE:THICKNESS OF GEOTEXTILEHAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THENROTATED 180° IN DIRECTION SHOWN ANDDRIVEN INTO THE GROUND.SILT FENCE JOINTSDRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THELINE OF POSTS AND UPSLOPE FROM THE BARRIER.ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, ORWITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,ETC. SHALL BE USED.NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BEBURIED IN THE TRENCH.THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BYWHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCERESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANYLAND-DISTURBING ACTIVITIES.USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.INSTALLATION NOTES:1.2.3.4.5.6.7.THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS ANDAFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUTUPSTREAM SEDIMENT AS NECESSARY.SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVEDWHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA ISSTABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANYDISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED ANDMULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.MAINTENANCE NOTES:1.2.3.4" MIN.4" MIN.1 12" x 1 12" WOODEN FENCE POSTSSFSFSF001SWALE WATTLE DIKENOTES1.CONCRETE WASHOUT AREA SHALL BEINSTALLED PRIOR TO ANY CONCRETEPLACEMENT ON SITE.2.VEHICLE TRACKING CONTROL IS REQUIRED IFACCESS TO CONCRETE WASHOUT AREA IS OFFPAVEMENT.3.SIGNS SHALL BE PLACED AT THECONSTRUCTION ENTRANCE, AT THE WASHOUTAREA, AND ELSEWHERE AS NECESSARY TOCLEARLY INDICATE THE LOCATION OF THECONCRETE WASHOUT AREA TO OPERATORSOF CONCRETE TRUCKS AND PUMP RIGS.4.THE CONCRETE WASHOUT AREA SHALL BEREPAIRED AND ENLARGED OR CLEANED OUTAS NECESSARY TO MAINTAIN CAPACITY FORWASTED CONCRETE.5.THE CONCRETE WASHOUT SHOULD BEEMPTIED WHEN HALF OF TOTAL HOLDINGCAPACITY HAS BEEN REACHED.6.AT THE END OF CONSTRUCTION, ALLCONCRETE SHALL BE REMOVED FROM THESITE AND DISPOSED OF AT AN ACCEPTEDWASTE SITE.7.WHEN THE CONCRETE WASHOUT AREA ISREMOVED, THE DISTURBED AREA SHALL BESEEDED AND MULCHED OR OTHERWISESTABILIZED IN A MANNER ACCEPTED BY THECITY.8.LOCATION OF CONCRETE WASHOUT AREA ISCONCEPTUAL ONLY. FINAL LOCATION TO BEDETERMINED IN THE FIELD AT CONTRACTOR'SDISCRETION.3H:1V OR FLATTERSIDE SLOPES12" MIN8'x 8' MINOR AS REQUIRED TOCONTAIN WASTE CONCRETE12"2'-0" MIN.COMPACTED EMBANKMENTMATERIAL, TYP.BERM AROUND PERIMETERGROUND SURFACESIGN TO INDICATE THELOCATION OF THECONCRETE WASHOUT AREA*IMPERMEABLE LINER MAY BE NEEDEDIF GROUND WATER IS ENCOUNTERED.IP006CURB INLET PROTECTIONAAPLAN VIEWSECTION A-A2:1OPWQCVOUTLET PROTECTION00542 SheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Drng\1067-001_EROS.dwg LAYOUT NAME: ER3 DATE: Oct 27, 2021 - 10:22am CAD OPERATOR: christianLIST OF XREFS: [NES-xborder] [1067-001_xGRAD] [1067-001_xSITE] [1067-001_xTOPO] [1067-001_xEXST] [1067-001_xPUTIL] [1067-001_xGRAD_OVERLOT] [1067-001_xPHAS_Table] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRER3EROSION CONTROL DETAILS PLANTED RIPRAP INSTALLATIONRR00743Storm LinePipeDiameter(ft)RiprapTypeLengthof Riprap(ft)Widthof Riprap(ft)2*d50,Depth of Riprap(ft)Storm Line 11.50Type L5.006.001.5Storm Line 22.50Type L17.0014.001.5Storm Line 32.00Type L5.007.001.5008RIPRAP SCHEDULE XXXXX XXXXGVXXXXXXXXXXXXXXXXXXSS XXXXXXXXXXXXXXXXXX X X X XXXXXXXXSMMMMMHMMHMX XutilMXX SSXUD TFE149GABRIEL PROPERTIES, LLCDAVID & GRETCHEN OSBORN1760 W. LAPORTE AVE, LLCWILLIAM S. ECKERTERNEST M. &KRISTEN K.SCHMIDTBERGERERNEST M. &KRISTEN K.SCHMIDTBERGERCITY OF FORT COLLINSLAPORTE AVENUE LLCLAPORTE AVENUE LLCJACOB BROADCASTING OF COLORADODAVID & GRETCHEN OSBORNPROPOSEDBUILDINGDAVID & GRETCHEN OSBORNGABRIEL PROPERTIES, LLC3.2102' CONCRETE PANPROPOSED INLETPROPOSED INLETOUTLET STRUCTUREPROPOSED INLETPROPOSED POND OUTFALLPROPOSED STORM MHWITH PUMPDETENTION / EXTENDEDDETENTION POND 1BERMEXISTING BANKFUTURE DETENTION/EXTENDEDDETENTION POND 2RAIN GARDEN 120' DRAINAGE EASEMENTFUTURELID FEATURE 2FUTURELID FEATURE 3FUTURE LID FEATURE 5TO TREAT BASIN 4 PRIORTO DISCHARGE INTO FUTURECONVEYANCELOT 1LOT 2LOT 6LOT 4LOT 3LOT 5LOT 7PROPERTY LINE (TYP)LOT LINE (TYP)12FUTURE DETENTION/EXTENDEDDETENTION POND 372.458FUTURELID FEATURE 6FUTURELID FEATURE 4FUTURE DETENTION/EXTENDEDDETENTION POND 411FUTURE DEVELOPMENT WITHINBASIN 10 ALLOWED TO MATCHHISTORIC 100-YEAR RUNOFF FROM EXISTING PARKINGLOT OF 4.3 CFSOS1CITY FLOODPLAIN BOUNDARY (TYP)CITY FLOODWAY BOUNDARY (TYP)2.12.22.32.43.13.33.24.14.24.3671291181015OS113OUTLET STRUCTUREOUTLET STRUCTURE3.13.314142.14.14.24.32.32.2RAIN GARDEN 2RAIN GARDEN 3PROPSOED 100-YRFLOODPLAIN (TYP)PROPOSED 100-YRFLOODWAY (TYP)1515PROPSOED 100-YRFLOODPLAIN (TYP)PROPOSED 100-YRFLOODWAY (TYP)PROPOSED SPILLWAYOS1FOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTIONLEGEND:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88.SEE COVER SHEET FOR BENCHMARKS.NOTES:CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerPROPOSED CONTOURPROPOSED SWALEEXISTING CONTOURPROPOSED VERTICALPROPOSED OVERLAND FLOW DIRECTIONCURB & GUTTEREXISTING STORM SEWER LINEPROPERTY BOUNDARY EXISTING INLET GRATEUDPROPOSED UNDERDRAINPROPOSED STORM DRAINPROPOSED RIBBON CURBPROPOSED PERMEABLE PAVERSaBASIN ACREAGEDESIGN POINTBASIN DELINEATIONPROPOSED BASIN LINESSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Drng\1067-001_DRNG.dwg LAYOUT NAME: DR1 DATE: Oct 27, 2021 - 10:22am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [1067-001_xTOPO] [NES-xborder] [1067-001_xPUTIL] [1067-001_KEYMAP] [1067-001_xGRAD_OVERLOT] [1067-001_xFLD] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45( IN FEET )01 INCH = 60 FEET6060120180NORTHKEYMAPDR1DR1DRAINAGE EXHIBIT44LID Summary per LID StructureLID IDAreaWeighted%ImperviousSubbasin IDTreatment TypeVolume perUD-BMP(ft3)Vol. w/20%Increase perFort CollinsManual (ft3)Impervious Area(ft2)Sq. Ft.AcresLID 1177,7934.0859%2.1,2.2,2.3,2.44.1,4.2,4.3,14Rain Garden 12,8433,412105,682LID 242,8810.9851%3.3Rain Garden 259771621,955LID 325,3650.5862%3.1Rain Garden 341149315,650Total246,0395.654,621143,287DRAINAGE SUMMARY TABLEDESIGNPOINTBASINIDTOTALAREA(acres)C2C1002-yrTc(min)100-yrTc(min)Q2(cfs)Q100(cfs)112.400.250.3116.415.61.25.42.12.11.020.710.895.05.02.19.02.22.20.210.590.745.05.00.41.52.32.30.190.590.735.05.00.31.42.42.40.960.790.995.05.02.29.43.13.10.580.690.8711.110.40.93.93.23.20.650.861.075.05.01.66.93.33.30.980.620.775.05.01.77.64.14.10.120.951.195.05.00.31.44.24.20.390.951.195.05.01.14.64.34.30.560.780.975.05.01.25.4552.690.250.3137.534.81.46.1662.360.951.1916.815.74.820.8771.220.951.1912.912.02.511.0881.460.951.1915.914.82.912.8990.450.951.1918.617.20.94.010100.230.911.135.05.00.62.611110.710.250.3112.411.50.41.712122.670.250.3116.815.71.46.213130.460.250.317.57.10.31.314140.640.250.3126.924.90.31.515151.830.250.3131.829.50.94.1OS1OS11.080.470.5919.117.81.14.7LID Site Summary - New Impervious AreaTotal Area of Current Development506,135ft2Total Impervious Area176,633ft2Total Impervious Area without LID Treatment33,346ft25, 3.2, 1075% Requried Minium Area to be Treated132,475Total Treated Area143,287ft2Percent Impervious Treated by LID81.12% SSGV12" SS 12" SS 12" SS 12" SS 12" SS 12" SSSS MHMMHMERNEST M. &KRISTEN K.SCHMIDTBERGERCITY OF FORT COLLINSJACOB BROADCASTING OF COLORADODAVID & GRETCHEN OSBORNONE-STORYMETAL BUILDINGGABRIEL PROPERTIES, LLCRAIN GARDEN 1LOT 2LOT 6LOT 4LOT 3DETENTION / EXTENDEDDETENTION POND 1S A L U D D R I V E 53605272938 4957796729784987810000 91384667470547794823485549875030508152645184138189435450144929 0 + 0 095+00100+0045+0050+000+00FOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTIONCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateWater & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerSheetSALUD FAMILY HEALTH CENTER DRAWING FILENAME: P:\1067-001\Dwg\Drng\1067-001_FLD.dwg LAYOUT NAME: DR2 DATE: Oct 27, 2021 - 10:23am CAD OPERATOR: christianLIST OF XREFS: [1067-001_xEXST] [1067-001_xSITE] [NES-xborder] [1067-001_xPUTIL] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N 10/27/2021301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158of 45( IN FEET )01 INCH = 60 FEET6060120180NORTHLEGEND:PROPOSED CONTOUR - 2' INTERVALEXISTING STORM SEWERPROPOSED STORM SEWEREXISTING CONTOUR - 5' INTERVALPROPOSED STORM INLETPROPERTY BOUNDARYNOTES:100-YR FLOODPLAIN100-YR FLOODWAY1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITYEASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION2.THIS PROJECT IS LOCATED WITHIN A CITY OF FORT COLLINS 100-YEAR FLOODWAY ANDFLOOD FRINGE AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. CRITICALFACILITIES ARE PROHIBITED IN THE 100-YEAR FLOODPLAIN PER 10-103 (9).3.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PERNAVD 88 DATUM.4.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKERACKS, ETC.) MUST BE ANCHORED.5.THE LOWEST FLOOR AND THE FINISHED FLOOR FOR ANY NON-RESIDENTIAL BUILDING INTHE FLOODPLAIN SHALL BE FLOODPROOFED UP TO THE REGULATORY FLOOD PROTECTIONELEVATION.6.THE LOWEST FLOOR OF RESIDENTIAL STRUCTURES AND ALL MECHANICAL SYSTEMS MUSTBE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION.7.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENTIN THE FLOODPLAIN.8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TOPERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING).9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALLALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY.10.REFER TO THE FINAL DRAINAGE REPORT FOR SALUD FAMILY HEALTH CENTER DATED JUNE24, 2020 FOR ADDITIONAL INFORMATION.11.A POST-CONSTRUCTION ELEVATION CERTIFICATE MUST BE APPROVED BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED.12.CURRENT PLAN DOES NOT MEET REGULATORY FLOODPLAIN REQUIREMENTS AND ISCONTINUING THOROUGH THE PLANNING PROCESS AT THE APPLICANTS OWN RISK.CONSTRUCTION AND BUILDING PERMITS WILL BE HELP UP IF THE LOMR IS NOT FINISHEDAND REGULATORY100-YR FLOODPLAIN100-YR FLOODWAYDR2FLOODPLAIN EXHIBIT45 LATERAL STRUCTUREEFFECTIVE FLOOD ZONEPROPOSED FLOOD ZONE100-YR SHALLOW FLOODINGBRIDGECENTERLINE DITCH