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HTP MEDICAL OFFICE BUILDINGS - PDP200021 - - UTILITY PLANS (3)
ZIEGLER ROAD KECHTER ROADE. HARMONY ROAD / CR 38EINTERSTATE 25 PRECISION DRIVELADY MOON DRIVE ROCK CREEK DRIVEPROJECT SITETIMBERLINE ROAD FOSSIL CREEK RESERVOIRTECHNOLOGY PKWYFOSSIL RIDGEHIGH SCHOOLTIMBERWOOD DRIVESHEET No:SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.VICINITY MAPUTILITY PLANS FORUTILITY PLAN APPROVALCity of Fort Collins, ColoradoSHEET No:HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO COVER SHEETC-0011141/27/21100-005DJWAGWJRGHARMONY TECHNOLOGY PARKFORT COLLINS, COLORADOJANUARY 27, 2021A PORTION OF LOT 2, HARMONY TECHNOLOGY PARK SECOND FILING BEING SITUATED IN THE NORTHWEST ONE-QUARTER OFSECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTCITY OF FORT COLLINS WATER UTILITIES ENGINEERINGContact: Shane Boyle(970) 221-6700CITY OF FORT COLLINS STORMWATERContact: Shane Boyle(970) 221-6700CITY OF FORT COLLINS LIGHT AND POWERContact: Rob Irish(970) 224-6167TRAFFIC ENGINEER:Delich Associates2272 Glen Haven DriveLoveland, CO 80538Contact: Matt Delich(970) 669-2061FORT COLLINS LOVELAND WATER DISTRICT/SOUTH FORT COLLINS SANITATION DISTRICT:Contact: Chris Pletcher(970) 226-3104POUDRE FIRE AUTHORITYContact: Jim Lynxwiler(970) 416-2869PLANNER/LANDSCAPE ARCHITECT:BHA Design1603 Oakridge DriveFort Collins, CO 80525Contact: Angie Milewski(970)223-7577XCEL ENERGY - GAS & ELECTRICContact: Stephanie Rich(970) 225-7828CENTURY LINKContact: Bob Rulli(970) 490-7503COMCASTContact: Don Kapperman(970) 567-0245OWNER:MAVDevelopment Company, Inc.South State Commons I2723 South State Street, Suite 250Ann Arbor, MI 48104Contact: Greg Copp(734)604-8806GEOTECHNICAL ENGINEER:Terracon, Inc.1901 Sharp Point DriveFort Collins, CO 80525Contact: Eric Bernhardt(970)484-0359Project Contacts:Utility Entity Contacts:Refer to the "Geotechnical Engineering Report, MAVD Harmony Tech Park Medical Office Building" FortCollins, Colorado, Project No.20205096, dated October 26, 2020, by Terracon, Inc., for site excavation,grading, and paving recommendations. Refer to the "Water-Soluble Sulfate Test Results" supplementalletter, dated November 10, 2020 for project concrete recommendations for Exposure Class S0.CIVIL ENGINEER:Aspen Engineering19 Old Town Square, Suite 238Fort Collins, CO 80524Contact: John Gooch(970) 420-5345CITY BENCHMARKS:VERTICAL DATUM. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF FORTCOLLINS VERTICAL CONTROL NETWORK DATUM. THE BENCHMARKS USED, WITH THE CITY OFFORT COLLINS ELEVATION AND DESCRIPTIONS OF EACH ARE AS FOLLOWS:PROJECT DATUM: NAVD88BENCHMARK #1 - BM 17-01, WEST SIDE OF ZIEGLER ROAD APPROX. 0.5 MILES SOUTH OFHARMONY ROAD, 250 FEET NORTH OF ROCK CREEK DRIVE, ON THE EAST SIDE OF A 6'x8'INLET. NAVD 88 ELEVATION: 4922.66BENCHMARK #2 - BM BUCKMAN, APPROX. 115 FEET WEST OF THE SOUTHWEST CORNER OFLADYMOON DRIVE AND ROCK CREEK DRIVE, AND 60 FEET SOUTH OF ROCK CREEK DRIVE, ATTHE NORTHEAST CORNER OF A 3 FT HIGH RAISED AREA INLET. NAVD ELEVATION: 4907.16NOTE: IF NGVD29 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATIONSHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.19'BASIS OF BEARINGS: BEARINGS FOR THIS SURVEY ARE BASED ON THE SOUTH LINE OF THENORTHWEST ONE-QUARTER OF SECTION 4, T6N, R68W OF THE 6th P.M., BETWEEN FOUNDMONUMENTS AS SHOWN AND DESCRIBED HEREON. SAID LINE BEARS S88°47'35"E TOREFERENCE THE RECORDED PLAT OF HARMONY TECHNOLOGY PARK THIRD FILING.ASPENDRAWING / SHEET INDEXSheet No.Sheet Title1COVER SHEET2GENERAL NOTES & MASTER LEGEND3EXISTING CONDITIONS & DEMOLITION PLAN4HORIZONTAL CONTROL, SIGNAGE & STRIPING PLAN5EROSION CONTROL PLAN6EROSION CONTROL NOTES & DETAILS7EROSION CONTROL DETAILS8GRADING PLAN9UTILITY PLAN10DRAINAGE EXHIBIT11SITE & STREET DETAILS12SANITARY SEWER & STORM SEWER DETAILS13WATER DETAILS14STORM DETAILSMEDICALOFFICEBUILDING PROPOSED EASEMENT LINEPROPOSED RIGHT-OF-WAYPROPOSED PROPERTY LINELIMITS OF CONSTRUCTIONPROPOSED CURB & GUTTERPROPOSED GUARDRAILPROPOSED INDEX CONTOURSPROPOSED INTERMEDIATE CONTOURSPROPOSED STORM DRAIN WITH MANHOLEPROPOSED SANITARY SEWER LINEPROPOSED SANITARY SEWER SERVICE LINEPROPOSED WATER LINEPROPOSED WATER SERVICE LINEPROPOSED GAS LINEPROPOSED IRRIGATION LINEPROPOSED SWALEPROPOSED AVERAGE SLOPEDIRECTION OF FLOWDESIGN POINTDRAINAGE BASIN BOUNDARY20.50%ABC5655A = BASIN NUMBERB = BASIN AREA (IN ACRES)C = RUNOFF COEFFICIENT41. 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 bereplaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance ofcompleted improvements and/or prior to the issuance of the first Certificate of Occupancy.43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented bythe Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished patch shall blend insmoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,including the patched area, may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector at the time thecuts are made.44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition asrequired by these plans.45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.46. After acceptance by the Local Entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of twoyears from the date of acceptance.47. The Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets:48. Refer to the Geotechnical Engineering Report, Harmony Technology Park Medical Office Building, Fort Collins, Colorado, dated October 26, 2020, Terracon Project No. 20205096 byTerracon Consultants, Inc. for site excavation, grading, and paving recommendations. Refer to the "Water-Soluble Sulfate Test Results" supplemental letter, dated November 10, 2020 forproject concrete recommendations for Exposure Class S0.49. Approved variances are listed as follows: NoneA. Street Improvements Notes1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the Local Entity Engineer for approval, prior to any street construction activity, (fulldepth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt.3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. TheDeveloper shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the Local EntityEngineer.4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to base installation. No base material shall be laid until the subgrade has been inspected and approved by theLocal Entity Engineer.5. Fort Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed.6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by theInspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into theexisting surface. The determination of need for a complete overlay shall be made by the Local Entity Engineer. All overlay work shall be coordinated with adjacent landowners such thatfuture 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 trafficcontrol plan.8. The Developer is required to perform a gutter water flow test in the presence of the Local Entity Inspector and prior to installation of asphalt. Gutters that hold more than ¼ inch deep or 5feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on thesubgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavilyloaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehiclesshall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the Local Entity Engineer,shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The Local Entity Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls"shall be preformed in the presence of an Inspector.B. Traffic Signing and Pavement Marking Construction Notes1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here.2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.3. All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD.4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.5. All lane lines for concrete pavement should be epoxy paint.6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall beapproved by the Local Entity Traffic Engineer prior to permanent installation of striping and symbols.7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.11. A field inspection of location and installation of all signs shall be performed by the Local Entity Traffic Engineer. All discrepancies identified during the field inspection must be correctedbefore the 2-year warranty period will begin.12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the Local Entity Traffic Engineer reserves the right torequire additional signage and/or striping if the Local Entity Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and SStandards. All signage and striping 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.C. Storm Drainage Notes1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be theresponsibility of the property owner(s).2. All recommendations of the Final Drainage and Erosion Control Report for Harmony Technology Park Medical Office Building, by Aspen Engineering, dated November 18, 2020, shall befollowed 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 by submitted to and approved by the StormwaterUtility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. Forcommercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior tocertification per the Development Agreement.D. Waterline Notes1. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans.2. All new 8" PVC waterline shown in these plans shall be Blue Brute C900 pipe or an approved equal. All materials, fittings, and adaptors shall meet the manufacturer's recommendationsand standards for the specified pipe and also the Local Entity's guidelines and standards for new construction.3. Installation of the waterlines and bedding and compaction within the utility trench shall adhere to the local standards and details for pipe bedding and compaction.4. The Contractor shall immediately contact the Engineer if conditions in the field or the existing waterline or fittings differs from that called for or shown in these plans so that the appropriatecorrections can be made to accommodate existing conditions.E. Sanitary Sewer Notes1.All sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District Standards and Specifications.2.Construction of sewer facilities require a precon meeting with District Operations staff prior to construction.3.Contractor shall notify District Inspectors prior to starting work.4.Contractor shall contact the Sanitation District for sewer inspection 48 hours prior to connecting to existing sewer stubs.5.All District valves shall only be operated by district operations staff.6.Pipe pressure and vacuum testing shall be witnessed by district inspectors.7.Once the system is operational and all tests have passed, contractor shall request substantial completion with a letter to the district that includes the dollar value of the sewerimprovements listed separately.8.As-builts shall be submitted in PDF and DWG to the District for final approval.9.If groundwater is encountered within depth of sewer construction, manholes must be water-proofed.1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer CountyUrban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicablestandards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity.2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the Local Entity Engineer. Use of these plansafter the expiration date will require a new review and approval process by the Local Entity prior to commencement of any work shown in these plans.4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Local Entity, as beneficiary of saidengineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineerwho has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnifythe Local Entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions containedin these plans.5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the Local Entity standards andspecifications current at the date of approval of the plans by the Local Entity Engineer.6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of theDeveloper to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shallbe responsible for unknown underground utilities.7. The Contractor/Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginningexcavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located bycontacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility ofthe Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossingsrequired.9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify thedesign. Design modification(s) must be approved by the Local Entity prior to beginning construction.10. The Developer shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a timelyfashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of anyutility service as well as the utility companies.11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shallbe a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be requiredprior to commencement of any work.12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewershould 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 the Water Utility.14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or water is discharged into astorm sewer, channel, irrigation ditch or any waters of the United States.15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, WaterQuality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilitiesshall be the responsibility of the property owner(s).17. Prior to final inspection and acceptance by the Local Entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approvedby the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of acertificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least twoweeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement.18. The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resultingfrom groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properlymaintain its water, wastewater, and/or storm drainage facilities in the development.19. All recommendations of the Final Drainage and Erosion Control Report for Harmony Technology Park Medical Office Building, by Aspen Engineering, datedNovember 18, 2020, shall be followed and implemented.20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained ingood repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removedwithin 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Local Entity streetinspector.22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained,if applicable.23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shallnotify the Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort Collins - 221-6700) at least 2working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the Local Entity Engineer is not availableafter proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the Local Entityreserves the right not to accept the improvement if subsequent testing reveals an improper installation.24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete andprior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the originalgeotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the Local Entity's defaultpavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer.The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk,base and asphalt shall not occur until the Local Entity Engineer approves the final report.25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at allintersections, inlets, and other locations requested by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that theseelevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity beforeinstallation 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 purposesof these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines andmarked 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 additional criteria for roads withinthese districts.28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild FireHazard Area Mitigation Regulations in force at the time of final plat approval.29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removalrequiring a permit.30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer toOSHA Publication 2226, Excavating and Trenching.31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (Local Entity, County orState), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and alltraffic control devices as may be required by the construction activities.32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact Local Entity Traffic Operations Department,who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will becharged for the labor, materials and equipment to reinstall the sign as needed.33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local streetoperations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development.34. There shall be no site construction activities on Saturdays, unless specifically approved by the Local Entity Engineer, and no site construction activities onSundays or holidays, unless there is prior written approval by the Local Entity.35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, ordesignated to be provided, installed, or constructed, unless specifically noted otherwise.36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, andannotate the dimension on the as-built record drawings.37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and acopy of any permits and extension agreements needed for the job.38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developershall contact the Designer and the Local Entity Engineer immediately.39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the LocalEntity's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity 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 as well as the basis ofbearings. The information shall be as follows:VERTICAL DATUM. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK DATUM. THEBENCHMARKS USED, WITH THE CITY OF FORT COLLINS ELEVATION AND DESCRIPTIONS OF EACH ARE AS FOLLOWS:PROJECT DATUM: NAVD88BENCHMARK BM 17-01: WEST SIDE OF ZIEGLER ROAD APPROX. 0.5 MILES SOUTH OF HARMONY ROAD, 250 FEET NORTH OF ROCK CREEKDRIVE, ON THE EAST SIDE OF A 6'x8' INLET.NAVD ELEVATION: 4922.66BENCHMARK BM BUCKMAN: APPROX. 115 FEET WEST OF THE SOUTHWEST CORNER OF LADYMOON DRIVE AND ROCK CREEK DRIVE, AND60 FEET SOUTH OF ROCK CREEK DRIVE, AT THE NORTHEAST CORNER OF A 3 FT HIGH RAISED AREA INLET. NAVD ELEVATION: 4907.16PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTEDFOR THEIR DATUMS.IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:NGVD29 UNADJUSTED = NAVD88 - 3.17 (Z-401)NGVD29 UNADJUSTED = NAVD88 - 3.18 (42-97)BASIS OF BEARINGS: BEARINGS FOR THIS SURVEY ARE BASED ON THE SOUTH LINE OF THE NORTHWEST ONE-QUARTER OF SECTION 4, T6N,R68W OF THE 6TH P.M., BETWEEN FOUND MONUMENTS AS SHOWN AND DESCRIBED HEREON. SAID LINE BEARS S88°47'35"E TO REFERENCE THERECORDED PLAT OF HARMONY TECHNOLOGY PARK THIRD FILING.FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.UTILITY PLAN APPROVALCity of Fort Collins, ColoradoSHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 PR E L IM INA RYNOT FOR CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO GENERAL NOTES & MASTER LEGENDC-0022141/27/21100-005DJWAGWJRGWestWVPTVertical Point Of TangencyVertical Point Of CurvatureVPCTFTop Of FoundationTop Back Of CurbTBCThrust BlockTBPoint Of Curve ReturnPCRMeter PitMPHigh PointHPHot Bituminous PavementHBPEOAEdge Of AsphaltC&GCurb And GutterPolyvinyl ChlorideNaturalNATHCHandicap/pedFutureFUTEachEADownspoutDSYardYDVertical CurveVitrified Clay PipeValveVaultVerticalVLVVLTVERTVCVCPUSGSUGTUGEUnderground ElectricUnited States Geologic SurveyUnderground TelephoneToe of SlopeTOETelevisionTemporaryTop Of BankTop Of GrateTop Of CurbTop of WallTypicalTVTEMPTOBTOCTOGTOWTYPTBRTo Be RemovedStreetSTStationSTASanitary SewerSouthSheetShoulderSoutheastSanitaryScheduleSquare Foot/FeetStormSquareSquare Yard/sSidewalk/SouthwestSANSSWRSCHSSHTSHLDRSESWSTRMSQSFSYRight-of-wayROWRailroadReinforced Concrete PipeRRRCPProperty/ProposedPROPProfessional Engineer/PolyethlenePEProfessional Land SurveyorPLSPower PolePPPoint on Vertical CurvePOVCPoint on TangentPOTPoint on LinePOLPoint on CurvePOCPoint of Vertical TangencyPVTPoint of Vertical IntersectionPVIPoint of Vertical Curvature/PVCPoint of TangentPTPoint of Reverse CurvaturePRCPoint of IntersecionPIPoint of CurvaturePCPoint Of Compound CurvaturePCCPointPNTPermanentPerforatedPERMPERFOn CenterOutside DiameterOverhead ElectricOCODOHENational Geodetic SurveyNorth/ NorthingNortheastNorthwestNot To ScaleNumberNGSNNENWNTSNOMUTCDMHManholeManual Of Uniform Traffic Control DevicesMMMINMISCMile MarkerMinimumMiscellaneousLATLPLFLLateral/LatitudeLeftLow Point/Light PoleLinear FeetINVIEIDInvertInvert ElevationsHorizontal Elliptical Reinforced Concrete PipeHERCPHPHYDHORZHWYHigh Point/Horizontal Point (photo control)HighwayHorizontalHydrantGALVGVGGalvanizedGasGate ValveGRNDGroundGBGrade Break/Gravity BlockFlared End SectionFESFire HydrantFHFinished FloorFGFFFinished GradeEEOPEast/Easting/ElectricEdge Of PavementExistingELEVEXIST/ EXElevationDuctile Iron PipeDIPDriveDRDEPTDIADepartmentDiameterColorado Department Of TransportationCDOTCubic YardCYCorrugated Metal PipeCMPConcreteCONCCATVCLCable TelevisionCenterlineCOClean OutBWBottom WallFlowlineFLLPLow PointBVCSBegin Vertical Curve StationBegin Vertical Curve ElevationBVCEButterfly ValveBVBOWBack Of WalkInside DiameterLEGEND OF ABBREVIATIONS: .MEPMechanical, Electrical, PlumbingCurb StopCSSewerSWRServiceSRVCFire Department ConnectionFDCLEGEND OF EXISTING SYMBOLS: .Protect In PlacePIPTTelephoneEXISTING RIGHT-OF-WAYEXISTING GROUND CONTOURSSANITARY SEWER LINESTORM SEWER LINEWATER LINEIRRIGATION LINEUNDERGROUND ELECTRICAL LINEUNDERGROUND TELEPHONE LINEUNDERGROUND GASUNDERGROUND CABLE TV LINEFENCE LINELANDSCAPING BORDERFOUND MONUMENT AS NOTEDFIRE HYDRANTWATER MANHOLEWATER VALVE / CURB STOPSANITARY SEWER MANHOLESTORM SEWER MANHOLELIGHT POLESPRINKLER CONTROL VALVE BOXELECTRICAL METER / BOXCABLE TV PEDESTALFIBER OPTIC VAULTGAS METERSIGNUAEUtility & Access EasementUEUtility EasementDEDrainage EasementDrainage & Utility EasementDUEEmergency Access EasementEAELEGEND OF PROPOSED SYMBOLS: .GENERAL NOTES: .GENERAL NOTES (CONTINUED) . PROPERTY BOUNDARYSAWXUT & REMOVE ~ 71 LF CURB & GUTTERREMOVE & REPLACE ASPHALT (~ 654 SF)FOR PROP DRIVEWAY, WATER SERVICE ANDFIRELINE CONNECTIONS, SEE UTILITY PLAN.SAWCUT & REMOVE ~ 63 LF CURB & GUTTERREMOVE & REPLACE ASPHALT (~ 350 SF) FORPROP DRIVEWAY AND WATER LINE CONNECTION2'TIMBERWOOD DRIVE(62' ROW)LADY MOON DRIVE (93' ROW)LOT 5HARMONY COMMONSPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGLOT 1 BANNER HEALTH MEDICAL CAMPUSTRACT AHARMONY TECHNOLOGY PARKSIXTH FILING9' UTILITY EASEMENT (REC. NO. 2001095807)9' UTILITY EASEMENT(REC. NO. 20160031792)20' EASEMENT (USE NOT SPECIFIED)(REC. NO. 2001095807)30' UTILITY EASEMENT(REC. NO. 20100000108 ) (REC. NO. 20100000109 )DRAINAGE, ACCESS, UTILITYAND LANDSCAPE EASEMENT(REC. NO. 2001095807)DRAINAGE, ACCESS, UTILITYAND LANDSCAPE EASEMENT(REC. NO. 2001095807)REMOVE ~ 14 LF 18" RCPREMOVE 10' DIA. x 8' DEEP COBBLEBASIN MATERIAL AT END OF PIPECORE NEW OPENING FOR NEW 18" RCP CONNECTION.SEE UTILITY PLAN FOR ELEVATION. SEAL OPENINGON FACE OF INLET TO PROVIDE WATER TIGHT JOINT.SAW CUT & REMOVE 360 SF EX ASPHALT. RECONSTRUCTEX 18" RCP STORM TO NEW ELEVATION, BACKFILL ANDPATCH ASPHALT. SEE UTILITY PLAN FOR ELEVATIONS.CORE NEW OPENING ON SOUTHFACE OF INLET TO RESET EX 18"RCP TO NEW ELEVATION. SEEUTILITY PLAN FOR ELEVATIONS.SEAL OPENING ON FACE OF INLETTO PROVIDE WATER TIGHT JOINT.CONTRACTOR SHALL LOCATE AND VERIFY THEHORIZONTAL AND VERTICAL POSITION AND SIZE OFTHE EX SANITARY SEWER FOR CONNECTION WITHTHE PROPOSED SERVICE LINE, PRIOR TOCONSTRUCTION. CONTACT ENGINEER IF THERE ISA SIGNIFICANT DIFFERENCE IN ELEVATION FROMTHE DESIGN ELEVATION AT POINT OF CONNECTION.PROPERTY BOUNDARYPROPERTY BOUNDARYSAW CUT & REMOVE ~ 10 LF OF CURB & GUTTER.SAW CUT & REMOVE ~ 10 LF OF CURB & GUTTER.EX 2' x 5' RCBEX 2' x 5' RCBEX 12" PVC WATERLINEEX 8" SANITARY SEWERPIP EX FIRE HYDRANTEX 12" PVC WATERLINEEX 8" SANITARY SEWER60' DRAINAGE, UTILITY AND ACCESS EASEMENT(REC. NO. 20160031793)REMOVE ~ 142 SF OF SIDEWALKEX EASEMENTS TO VACATED BYHARMONY TECHNOLOGY PARKMEDICAL OFFICE BUILDING PLATEX EASEMENTS TO VACATED BYHARMONY TECHNOLOGY PARKMEDICAL OFFICE BUILDING PLATEX POND 100LIMITS OF DISTURBANCELIMITS OF DISTURBANCE15'10'2'REMOVE ~ 15 LF CURB & GUTTERREMOVE & REPLACE ASPHALT (~ 205 SF) FORPROP WATER SERVICE & FIRELINE CONNECTIONASPEN0'SCALE: 1" = 30'30'60'SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 PR E L IM INA RYNOT FOR CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO EXISTING CONDITIONS & DEMOLITION PLANC-0033141/27/21100-005DJWAGWJRGNOTES .1.SEE SHEET C-002 FOR GENERAL CONSTRUCTION NOTES,SYMBOLS, AND MASTER LEGEND.2.CONTRACTOR TO CONTACT ASSOCIATED UTILITYCOMPANIES PRIOR TO ANY RELOCATION,DEMOLITION/REMOVAL, OR ABANDONMENT OF EXISTINGUTILITIES.3.ANY ITEM NOT SHOWN TO BE REMOVED, DEMOLISHED, ORABANDONED, SHALL BE PROTECTED IN PLACE.4.NO UNDERGROUND SEPTIC SYSTEMS ARE ANTICIPATED TOEXIST WITHIN THE PROPOSED DEVELOPMENT. HOWEVER, IFAN EXISTING SEPTIC SYSTEM(S) IS FOUND, THE SYSTEM(S)WILL NEED TO BE REMOVED PER THE LARIMER COUNTYHEALTH DEPARTMENT'S STANDARDS.5.CONTRACTOR TO POTHOLE AND LOCATE ALL EXISTINGUTILITIES PRIOR TO CONSTRUCTION.6.PIP = PROTECT IN PLACE7.TBR = TO BE REMOVED8.THE PROPERTY BOUNDARY SERVES AS THE LIMITS OFDISTURBANCE AS SHOWN, EXCEPT FOR THE TIE-IN TOOFF-SITE SIDEWALKS AND STORM DRAIN IMPROVEMENTS TOTHE WEST AND SOUTH OF THE BOUNDARY.LEGENDASPHALT REMOVALCONCRETE REMOVALLIMITS OF DISTURBANCEFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.UTILITY PLAN APPROVALCity of Fort Collins, Colorado UPUPUP3885 SFTENANT SPACE1013876 SFTENANT SPACE10264 SFELEC.10717 SFJAN.1081070 SFLOBBY11162 SFWOMENS10962 SFMENS1102980 SFTENANT SPACE10411672 SFVEST.1183629 SFTENANT SPACE10350 SFRISER208UPUPUP3885 SFTENANT SPACE1013876 SFTENANT SPACE10264 SFELEC.10717 SFJAN.1081070 SFLOBBY11162 SFWOMENS10962 SFMENS1102980 SFTENANT SPACE10411672 SFVEST.1183629 SFTENANT SPACE10350 SFRISER208TIMBERWOOD DRIVE(62' ROW)LADY MOON DRIVE (93' ROW)LOT 5 HARMONY COMMONSPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGLOT 1 BANNER HEALTH MEDICAL CAMPUSTRACT AHARMONY TECHNOLOGY PARKSIXTH FILING9' UTILITY EASEMENT 9' UTILITY EASEMENTN 107033.90E 213104.23N 107034.89E 213099.84N 107032.04E 213004.73N 107032.65E 212989.30N 107044.02E 212885.72N 107055.40E 212814.30N 107103.99E 212591.25N 107108.74E 212568.03N 106713.18E 212501.35N 106713.18E 212775.53N 106713.18E 213113.8424.00'24.00'24.00'24.00'24.00'24.00' 24.00' 19' TYP 24.00' 26.00' 24.00'9'TYP19' TYP 17' TYP 9'TYP17' TYP9' TYP 5'9'9'5'30.00'R22'R25'R8'R 2 5 'R1 5 'R15'R15'R15'26.00'26' EAE24' EAE 24' EAE BUILDING ABUILDING BTRASHR3'R3'R3'R10'R10'R3'R 3 'R3'R 3 'R3'R 3 'R3'R3 'R3'R3'R3'R3'R3'R 3 ' R 3 'R3'R3'R 3 'R3'R3 'R3'R6 'R3'R 3 'R6'R 6 'R3'R3 'R3'R 3 'R3'R3'R6 'R3 'R6'R3 'R3'R3'R3'R8'R3'R8'R8 'R3'R3'R8'R1 0 'R3'R3'R3'R6'R3 'R6'R8'R3'R6'R3'R6'2211111111111111111111155555555555555555533343777777777777'5'7'6.5'5'5'5'5' 7'5'5'7'15.88'6.5'5' R 2 5 'R15'R1 5 'R15'24' EAE24' EAE24' EAE7'19' TYP9' TYP19' TYP9' TYP 17' TYP9'TYP19' TYP9'TYP 9'TYP12121616131377171710202020202024242424242020552020168825824666666666666666666666678'11666PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY202020201919191919191919TRASH(2')(33')49'R17'(4')189' TYP 9'5'5'5'4(2')R3'1019199'666666151515186229'TYP17' TYP17'TYP9' TYPPROPOSED LIMITSOF DISTURBANCEPROPOSED LIMITSOF DISTURBANCE1919196' PKWY5'10.5' PKWY 6' PKWY10.6' PKWY1623 6' PKWY5'1C-0042C-0042424249'9'9'9'9'9'9'9'R 3 'R10'R1 0 'R3'9'9'9'9'5'5'3333333443R23'R3 'R10'R3'9'9'9'9'43FUTURE SIDEWALK CONNECTION(NOT IN CONTRACT)333343339'9'9'9'9'9'9'R3'R3'55179675'5'5'5'5R10'775'57R10'R15'26.00'R3'R25'R8'82626262616(2')26252525PROPOSED LIMITSOF DISTURBANCEPROPOSED LIMITSOF DISTURBANCE9'KEY NOTE LEGEND .4" SOLID WHITE LINEINSTALL STOP SIGN (R1-1)INSTALL HANDICAP ACCESSIBLE PARKING SPACE SIGN (R7-8)INSTALL HANDICAP VAN ACCESSIBLE PARKING SPACE SIGN(R7-8a)INSTALL HANDICAP RAMP W/ TRUNCATED DOMES PROPOSED 1.5' WIDE VERTICAL CURB AND GUTTERPROPOSED CONCRETE SIDEWALK (WIDTH AS NOTED ON PLAN)MATCH PROPOSED VERTICAL CURB & GUTTER TO EXISTINGPROPOSED 2' SIDEWALK CHASE W/ METAL SIDEWALK CULVERTPROPOSED DRIVE APRON PAVED IN CONCRETE TO THERIGHT-OF-WAYPROPOSED 4' SIDEWALK CHASE W/ METAL SIDEWALK CULVERTPROPOSED 2' WIDE CONCRETE TRICKLE PAN PROPOSED MSE RETAINING WALL PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENTPROPOSED CURB CUT (WIDTH NOTED ON PLAN)PROPOSED 2' WIDE CURB CHASEPROPOSED POROUS PAVERS (SEE NOTE 11)PROPOSED ZERO HEIGHT CURB AND GUTTERPROPOSED WHEEL STOPPROPOSED HANDICAP ACCESSIBLE PARKING SPACE W/THERMOPLASTIC STENCIL (SEE PARKING TYPICAL DETAIL)PROPOSED LID BASINPROPOSED CONCRETE APRON (WIDTH NOTED ON PLAN)INSTALL NO PARKING FIRE LANE SIGN (R8-31)PROPOSED 2.5' WIDE VERTICAL CURB AND GUTTERPROPOSED FEATURE WALL / MONUMENT SIGN (SEE SITE PLAN)1234567891011121314151617181920212223242526NOTES .1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED ORSHOWN OTHERWISE.2.SEE SHEET C-002 FOR MASTER LEGEND, ABBREVIATIONS &GENERAL CONSTRUCTION NOTES.3.PAINTED 4" STRIPES SHALL BE EPOXY PAINT.4.STRIPING DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE,UNLESS OTHERWISE NOTED.5.REFER TO TRAFFIC SIGNING AND PAVEMENT MARKINGCONSTRUCTION NOTES ON SHEET C-002 FOR SIGNAGE &STRIPING CONSTRUCTION. INSTALL HANDICAP STALL STRIPINGAND SYMBOLS IN ACCORDANCE WITH ADA.6.PLEASE REFER TO THE GEOTECHNICAL REPORT, BY EARTHENGINEERING CONSULTANTS, LLC, FOR EXCAVATION,GRADING, AND PAVING RECOMMENDATIONS ANDREQUIREMENTS FOR THE PROJECT SITE.7.SITE/PAVEMENT GRADING FOR CONCRETE AREAS, PANS, ANDCHASES SHALL UTILIZE 0.5% MINIMUM.8.EXISTING UTILITIES AND TREES NOT SHOWN FOR CLARITY.SEE DEMOLITION PLAN AND LANDSCAPE PLANS FOR EXISTINGTREES TO REMAIN OR BE REMOVED.9.THE PROPERTY BOUNDARY SERVES AS THE "LIMITS OFDEVELOPMENT" AS SHOWN, EXCEPT FOR TIE-IN TO THEOFF-SITE SIDEWALK AND STORM DRAIN IMPROVEMENTS TOTHE WEST AND SOUTH OF THE BOUNDARY.10.EAE = EMERGENCY ACCESS EASEMENT. PLEASE REFER TOTHE PLAT FOR EMERGENCY ACCESS AND ALL OTHEREASEMENTS.11.PROPOSED POROUS PAVERS ARE TO BE CONSTRUCTED ATTHE END OF THE CONSTRUCTION SEQUENCE, AND PROTECTEDFOR THE DURATION OF CONSTRUCTION.9'9'9'9'5'9'REGULAR PARKINGADA VAN PARKINGADA CAR PARKING17'17'17'R7-818"12"ACCESSIBLEVAN-18"12"PARKINGRESERVEDR7-8aPARKINGRESERVEDSIGNAGE LEGEND FIRELANEPARKINGNOR8-3118"12"STOPR1-1PARKING TYPICAL DIMENSIONS ENDSSIDEWALKASPEN0'SCALE: 1" = 30'30'60'SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FO R CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO HORIZONTAL CONTROL, SIGNAGE & STRIPING PLANC-0044141/27/21100-005AGWAGWJRGFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.UTILITY PLAN APPROVALCity of Fort Collins, Colorado212121NOT TO SCALETIMBERWOOD DRIVE (SOUTH SIDE)1NOT TO SCALELADY MOON DRIVE (WEST SIDE)2 UPUPUPUPUPUPVTCVTCIPIPRSIPIPIPIPIPRRRRTIMBERWOOD DRIVE(62' ROW)LADY MOON DRIVE (93' ROW)LOT 5 HARMONY COMMONSPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGLOT 1 BANNER HEALTH MEDICAL CAMPUSTRACT AHARMONY TECHNOLOGY PARKSIXTH FILING6' UTILITY EASEMENT9' UTILITY EASEMENT26' EAE24' EAEBUILDING ABUILDING B24' EAE24' EAE24' EAETRASHTRASH 151314161715 1 3 141615 13 14 16 17151414 151514141617151212121314 14151516171514 16 17 1816161717151413 15161414SFSF SFSFSFSF60' DRAINAGE, UTILITY AND ACCESS EASEMENT(REC. NO. 20160031793)PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY15131 4 IPIPIPIPRSRSLIMITS OF DISTURBANCELIMITS OF DISTURBANCEIPGF5'x8'SFIPLIMITS OF DISTURBANCELIMITS OF DISTURBANCEASPEN0'SCALE: 1" = 30'30'60'NOTES: .1.PERIMETER SILT FENCE SHALL BE INSTALLED ALONGPROPERTY BOUNDARY, AND IS SHOWN OFFSET FROMPROPERTY BOUNDARY ON THIS PLAN FOR CLARITY.·PERIMETER SILT FENCE AROUND SITE = 1773 LF2.ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED.3.STOCK PILES SHALL NOT TO EXCEED 10' IN HEIGHT.4.ALL OFFSITE AREAS DISTURBED DURING CONSTRUCTION ARETO BE RE-VEGETATED AND RETURNED TO HISTORICCONDITION. STRAW WATTLES OR GRAVEL INLET FILTERS MAYBE INSTALLED (IF NECESSARY AND AS REQUIRED) ONEXISTING, OFFSITE/DOWNSTREAM INLETS.5.VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINEDBY THE CONTRACTOR, PRIOR TO CONSTRUCTION, AND SHALLBE INSTALLED ACCORDINGLY.6.SEE SHEET C-006 & C-007 FOR EROSION CONTROL NOTES ANDDETAILS.7.THE PROPERTY BOUNDARY SERVES AS THE LIMITS OFDEVELOPMENT AS SHOWN, EXCEPT FOR THE TIE-IN TOOFF-SITE SIDEWALKS AND STORM DRAIN IMPROVEMENTS TOTHE WEST AND SOUTH OF THE BOUNDARY.8.ADJACENT STREETS ARE TO BE KEPT FREE OF TRACKEDSEDIMENT AND DEBRIS.LEGEND .INSTALL VEHICLE TRACKING PADINSTALL SILT FENCEINSTALL CONCRETE WASHOUTHAY OR STRAW DRY MULCH (1-5%)INSTALL 12" STRAW WATTLE CHECK DAMLIMITS OF DISTURBANCEINSTALL CURB INLET GRAVEL FILTERINSTALL AREA INLET GRAVEL FILTERPROPOSED DIRECTION OF SURFACE FLOWINSTALL ROCK SOCK FILTERINSTALL GRAVEL CURB CHECK BAGINSTALL NORTH AMERICAN GREEN C350PROPOSED MAJOR CONTOUR - 5 FT INTERVALPROPOSED MINOR CONTOUR - 1 FT INTERVALEXISTING MAJOR CONTOUR - 5 FT INTERVALEXISTING MINOR CONTOUR - 1 FT INTERVALVTCSFWIPIPGBMUCWORSGFEXISTING DIRECTION OF SURFACE FLOWINSTALL RIPRAP PROTECTION (TYPE M D50=12")RR1514SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FO R CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO EROSION CONTROL PLANC-0055141/27/21100-005DJWAGWJRGFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.UTILITY PLAN APPROVALCity of Fort Collins, Colorado www.herefordnrcd.com/Straw_Wattles.pdf) AND PER DETAILSAND INSTALLATION INSTRUCTIONS CALLED FOR ON THIS SHEET.2. IF GRAVEL INLET FILTERS ARE USED, REFER TO "CURB INLET GRAVEL FILTER" DETAIL, THIS SHEET.STRAWWATTLE/ROCKSOCK CHECKDAMwww.herefordnrcd.com/Straw_Wattles.pdfWOODENSTAKE(TYP)STRAWWATTLEWOODENSTAKE(TYP)EMBEDWATTLE/ROCKSOCK FILTERS3" TO 5" INTOSOILEMBEDWATTLE/ROCKSOCK 3" TO 5"INTO SOILFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FO R CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO EROSION CONTROL NOTES & DETAILSC-0066141/27/21100-005DJWAGWJRGUTILITY PLAN APPROVALCity of Fort Collins, ColoradoGeneral Erosion Control RequirementsThese notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria Manual (FCSCM), and that any conflict is resolvedby the more stringent requirement controlling.1)The Property Owner, Owner's Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity(here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as anattempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants fromleaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control Measuresand should be used to identify and define what is needed on a project.2)The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the DevelopmentAgreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to this project.3)The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilizationof the construction site.4)The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site toallow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact protectedfrom sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance sothat demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before construction activitiescommence is an automatic “Notice of Violation” and can result in further enforcement actions.5)The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includesbut is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for removal,relocation, or replacement in the course of construction.6)At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, andultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activitiesassociated with this project.7)All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activitiescommencing.8)As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different,to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current stateand progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion ControlInspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions, with updatesbeing initialed and dated. These site inspections and site condition updates shall be made available upon request by the City.9)All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but notlimited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for City,County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall beresponsible to comply with all of these aforementioned laws and regulations.10)The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering,Clean Water Act, Army Corps of Engineers' 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits orcopies shall be made available upon request by the City.11)The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and self-inspections,etc. of the Control Measures involved in the construction activities.12)The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or siteconditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for anyexplanations, interpretations, or supplementary data provided by others.13)All Control Measures shall be installed in accordance with the Manual.14)The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority.15)As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. Inthese cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual.16)Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during constructionand within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor.17)All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intendedfunction. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause theirrelease into any drainage way.18)Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection thanthe original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction siteshave shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic.19)Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review andacceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures' details shall be submitted,reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineeringand hydrological practicesLand disturbance, Stockpiles, and Storage of Soils20)There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved bythe City. Disturbances beyond these limits will be restored to original condition.21)Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be limited tothe area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing constructionactivities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include when practicaladvancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shallstart as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities as much possible.22)All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials fromleaving the site.23)All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at alltimes by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation, and/orother permanent erosion control is installed.24)No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening,watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code §12-150.All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities orabandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to usingthe area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented.25)All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion ControlMeasures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosioncontrol report.26)All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected withControl Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall bethoroughly cleaned out.27)All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through theuse of Control Measures.28)All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall havesome form of effective sediment control as the, or as part of the, perimeter control.29)All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through useof Control Measures.30)No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding orpermanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project that istemporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control Inspector. Duringa season when seeding does not produce vegetative cover, another temporary erosion control shall be implemented with or until temporary seeding or permanenterosion control can be performed.31)All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet onthose cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection onthat down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification.Vehicle Tracking32)At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed atleast one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a pointwhere vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities).33)In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inletslocated near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system.34)City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from anysource. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential formigration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shallbe removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections ofcode and shall not be permitted in the street right of way (public or private).35)If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion ControlInspector. Loading and Unloading Operations36)The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in closeproximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sedimentdeposition that could impact water quality.Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals37)Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspectionand will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways.38)Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels,paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they should bestored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside ina raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondary containment orother Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainageways and shall be monitored as part of the routine inspections.Vehicle and equipment maintenance and fueling39)Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas.This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored aspart of the routine inspections. All areas shall keep spill kits and supplies close.Significant Dust or Particulate generating Process40)The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activitiesthat result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All requiredpractices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until thewind subsides as determined by any City Inspectors.Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment41)All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measuresshall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part ofthe routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent FORT COLLINSSTORMWATER CRITERIA MANUAL Appendix F Page 7 access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall beimplemented. These Control Measures shall be frequently cleaned out.42)The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumpingwash water on to the dirt or other uncontrolled locations.Dedicated Asphalt and concrete batch plants43)Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written requestand plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developershall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site.Concrete Saw Cutting Materials44)Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall preventmaterial from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper andlegal disposal.Waste Materials Storage and Sanitary Facilities45)Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structuresor drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where not able tocover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. TheDeveloper is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers.46)Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also belocated as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. Thisconsists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways.Other Site Operations and Potential Spill Areas47 )Spills: For those minor spills that; are less than the State's reportable quantity for spills, stay within the permitted area, and in no way threaten anystormwater conveyance, notify the FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F Page 8 City of Fort Collins Utilities by email at erosion@fcgov.comor phone (970) 817-4770. For any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) hasbeen notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State SpillHotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall becleaned up immediately.48)Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven tocause entrapment issues.Final stabilization and project completion49) Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project andbefore turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility.50)All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.51)All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans within 14 working daysof final grading.52 Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.53)All seeding shall refer to landscaping plans for species mixture and application rates and depths requirements.54)All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed for drillseeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other areas notpractical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification.55)All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. The useof crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been established.Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seed will be able togerminate on the steep slopes. During a season when seeding does FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F Page 9 not produce vegetativecover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent erosion control can be performed.56)The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%) vegetative coverhas been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction ControlMeasures.57)The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All ControlMeasures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control Measure isremoved, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point at which the site hasbeen deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All measures shall be removedwithin 30 days after final stabilization is achieved.58) The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has beenreached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site. At that time the site will beconsidered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties. SLOPEINSTALLATIONDETAILDrawing Not To Scale1.Prepare soil before installing rollederosion control products (RECPs),including any necessaryapplication of lime, fertilizer, andseed.2.Begin at the top of the slope byanchoring the RECPs in a6"(15cm) deep X 6"(15cm) widetrench with approximately 12"(30cm) of RECPs extended beyondthe up-slope portion of the trench.Anchor the RECPs with a row ofstaples/stakes approximately 12"(30cm) apart in the bottom of thetrench. Backfill and compact thetrench after stapling. Apply seed tothe compacted soil and fold theremaining 12"(30cm) portion ofRECPs back over the seed andcompacted soil. Secure RECPsover compacted soil with a rowof staples/stakes spacedapproximately 12"(30cm) apartacross the width of the RECPs.3.Roll the RECPs (A) down or (B)horizontally across the slope.RECPs will unroll with appropriateside against the soil surface. AllRECPs must be securely fastenedto soil surface by placingstaples/stakes in appropriatelocations as shown in the staplepattern guide.4.The edges of parallel RECPs mustbe stapled with approximately 2" -5" (5-12.5cm) overlap dependingon the RECPs type.5.Consecutive RECPs spliced downthe slope must be end over end(Shingle style) with an approximate3"(7.5cm) overlap. Staple throughoverlapped area, approximately12"(30cm) apart across entireRECPs width.Drawn on: 5-4-17Disclaimer:The information presented herein is general design information only. For specific applications,consult an independent professional for further design guidance.2"-5"(5-12.5cm)3B42513A12"(30cm)6"(15cm)6"(15cm) *NOTE:In loose soil conditions, the use ofstaple or stake lengths greater than6"(15cm) may be necessary toproperly secure the RECP's.3"(7.5cm)5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-772-2040www.nagreen.comCHANNELINSTALLATIONDETAILDrawing Not To Scale1.Prepare soil before installing rollederosion control products (RECPs),including any necessary application oflime, fertilizer, and seed.2.Begin at the top of the channel byanchoring the RECPs in a 6"(15cm)deep X 6"(15cm) wide trench withapproximately 12"(30cm) of RECPsextended beyond the up-slope portionof the trench. Use ShoreMax mat at thechannel/culvert outlet as supplementalscour protection as needed. Anchor theRECPs with a row of staples/stakesapproximately 12"(30cm) apart in thebottom of the trench. Backfill andcompact the trench after stapling. Applyseed to the compacted soil and fold theremaining 12"(30cm) portion of RECPsback over the seed and compacted soil.Secure RECPs over compacted soilwith a row of staples/stakes spacedapproximately 12" apart across thewidth of the RECPs.3.Roll center RECPs in direction of waterflow in bottom of channel. RECPs willunroll with appropriate side against thesoil surface. All RECPs must besecurely fastened to soil surface byplacing staples/stakes in appropriatelocations as shown in the staple patternguide.4.Place consecutive RECPs end-over-end(Shingle style) with a 4"-6" overlap. Usea double row of staples staggered 4"apart and 4" on center to secureRECPs.5.Full length edge of RECPs at top of sideslopes must be anchored with a row ofstaples/stakes approximately 12"(30cm)apart in a 6"(15cm) deep X 6"(15cm)wide trench. Backfill and compact thetrench after stapling.6.Adjacent RECPs must be overlappedapproximately 2"-5" (5-12.5cm)(Depending on RECPs type) andstapled.7.In high flow channel applications astaple check slot is recommended at 30to 40 foot (9 -12m) intervals. Use adouble row of staples staggered4"(10cm) apart and 4"(10cm) on centerover entire width of the channel.8.The terminal end of the RECPs must beanchored with a row of staples/stakesapproximately 12" (30cm) apart in a6"(15cm) deep X 6"(15cm) wide trench.Backfill and compact the trench afterstapling.Drawn on: 5-4-17Disclaimer:The information presented herein is general design information only. For specific applications,consult an independent professional for further design guidance.2"-5"(5-12.5cm)62412"(30cm)6"(15cm)6"(15cm)4"-6"(10-15cm)86"(15cm)574"(10cm)31ABCABC NOTES:*Horizontal staple spacing should bealtered if necessary to allow staples tosecure the critical points along the channelsurface.**In loose soil conditions, the use of stapleor stake lengths greater than 6"(15cm) maybe necessary to properly secure theRECP's. CRITICAL POINTSA. Overlaps and SeamsB. Projected Water LineC. Channel Bottom/Side Slope Vertices4"(10cm)6"(15cm)5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-722-2040www.nagreen.comSHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO EROSION CONTROL DETAILSC-0077141/27/21100-005DJWAGWJRGUTILITY PLAN APPROVALCity of Fort Collins, ColoradoFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.1.PROJECT WILL BE CONSTRUCTED IN A SINGLE PHASE.2.STORAGE/STAGING AREAS SHALL BE WITHIN THE AREA OF DISTURBANCE.3.NO HAUL ROADS OFFSITE ARE EXPECTED.4.HEAVY CONSTRUCTION TRAFFIC TO BE ROUTED IN COORDINATION WITH THEPROJECT MANAGER, PRIOR TO START OF CONSTRUCTION.5.GROUNDWATER DEPTHS ARE NOT AVAILABLE AT THIS TIME.6.SITE SLOPES SHALL BE NO GREATER THAN 4:1.PROJECT DETAILSTOTALONSITE AREADISTURBED(SF)199,940TOTALOFFSITE AREADISTURBED(SF)9,200DISTURBANCEAT ANYONE TIME(%)100EXISTINGVEGETATIONDENSITY(%)60EXISTINGSOIL TYPELOAM SOILGROUNDWATERLEVEL(FT)N/AMATERIALCUT/FILL(CF)N/AGROUNDWATER LEVELS AND SITE CUT AND FILL TO BE PROVIDED AT FINAL DESIGN. UPUPUPUPUPUPTIMBERWOOD DRIVE(62' ROW)LADY MOON DRIVE (93' ROW)LOT 5 HARMONY COMMONSPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGTRACT AHARMONY TECHNOLOGY PARKSIXTH FILING9' UTILITY EASEMENT 9' UTILITY EASEMENT26' EAE24' EAEBUILDING ABUILDING B24' EAE24' EAE24' EAETRASHTRASH151314161715 1 3 141615 13 14 16 1715141415141416171212 121314 151516171514 16 17 1816161717151413151 6151414FF 4915.80FF 4915.80FF 4915.80FF 4917.50FF 4917.50FF 4917.5014.7014.502.0%2.0%2.0%2.0%14.1113.6613.461.9%2.0%2.0% 1.9% 2.0% 2.0%14.0014.5014.2213.72513.4813.4013.3513.2813.1613.2313.3313.6813.4913.6013.9013.9314.0613.8613.9213.9613.9614.1514.1113.8913.9015.0115.1915.4715.5615.4315.2917.0017.2817.4217.7017.4017.1217.0017.27ME 17.0716.3916.8616.6416.3516.2816.4216.7015.4015.1215.0815.0015.2915.6015.1014.8214.7614.6014.8515.1015.5315.6215.9014.0013.8813.4313.5913.1413.0613.3413.8514.0514.3914.5714.7114.8114.5914.5514.7214.7615.0815.3315.2015.0715.5415.7115.8516.0715.9915.8716.2916.2516.5716.6116.2016.1015.9616.3916.1915.9115.8616.0116.2116.2116.0115.6715.6915.9715.9415.6715.1714.90ME 14.53ME 14.2414.4914.7014.5014.2414.0813.8012.3612.4312.3812.2412.1212.3012.3512.3712.3212.1612.7613.0413.1313.1713.0812.8012.1712.4512.5612.9013.5513.8014.7014.9815.1714.3613.8813.7013.0512.8612.8512.9413.2013.4813.5613.8614.0514.1414.2714.2513.4113.3813.5013.6113.0712.8812.9413.0413.5913.8713.8213.6814.6614.5014.7615.1915.1815.1214.8214.8514.5314.4414.7014.5314.6514.7015.2715.2815.3215.2614.1214.1014.2214.5914.4214.3514.6514.7114.7914.6814.2014.2714.6014.7314.7314.6014.3414.2814.4216.5816.0116.4713.1312.8712.744HP 16.482222HP 14.80HP 15.70HP 17.40HP 16.2812.1512.3555552366778851913.2013.0013.0099955111112121516171313PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY60' DRAINAGE, UTILITY AND ACCESS EASEMENT(REC. NO. 20160031793)POND 100EXISTING WATER QUALITYOUTLET STRUCTUREEXISTING DRAINAGECHANNEL17.0017.0017.0017.0015.3015.3015.3015.30LP/GRATE 13.60LP/GRATE 12.60LP/GRATE 15.19HP 16.6211.50LP/GRATE 12.36LP/GRATE 12.17GRATE12.39GRATE11.9512.58HP 12.58HP 12.69HP 12.605(2')PROPOSED LIMITSOF DISTURBANCEPROPOSED LIMITSOF DISTURBANCE(4')588161818TOW 13.76TOW 13.76FG 12.73TOW 13.76TOW 13.76TOW 13.25TOW 12.43TOW 12.90FG 12.50FG 12.60FG 11.79FG 12.609999920202PROPOSED COBBLE SWALE@ 1% MIN. SLOPEPROPOSED COBBLE SWALE@ 1% MIN. SLOPE911888882020202020202214.3114.21ME 14.0015.0114.9115.1815.0715.4115.3115.4515.3515.6915.5915.7215.6216.1016.0015.10ME 15.36ME 15.8113.7816.4716.33HP 16.4715.9415.8216.231.3%1.3%14.48PROPOSED LIMITSOF DISTURBANCEPROPOSED LIMITSOF DISTURBANCEME 16.2273(2')1616.4716.3116.4316.4016.19(2')4KEY NOTE LEGEND . PROPOSED DRAINAGE SWALEPROPOSED ZERO HEIGHT CURBPROPOSED SIDEWALK CULVERT W/ METAL CULVERT (WIDTH ASNOTED ON PLAN)PROPOSED CURB CUT (WIDTH AS NOTED ON PLAN)PROPOSED STORM SEWER (SEE SHEET 9)PROPOSED 2' WIDE CONCRETE TRICKLE PANPROPOSED 2' WIDE CONCRETE CHASEPROPOSED HDPE STORM DRAINPROPOSED STORM INLET PROPOSED OUTFALL CURB & GUTTERPROPOSED CONCRETE HEADWALL (SEE CDOT HEADWALL FORPIPES DETAIL M-601-10)PROPOSED DRIVEWAY PAVED IN CONCRETE TO ROWPROPOSED UNDERGROUND STORMTECH LID PROPOSED GRADE BREAK LINEPROPOSED LID OVERFLOW INLET PROPOSED LID UNDERDRAIN PROPOSED LID BASINPROPOSED POROUS PAVERSPROPOSED RETAINING WALLPROPOSED STORM CLEANOUT1234567891011121314151617181920NOTES .1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 4900FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK.PLEASE SEE SHEET C-002 FOR PROJECT BENCHMARK INFORMATION.2.SEE SHEET C-002 FOR GENERAL CONSTRUCTION NOTES AND MASTERLEGEND.3.ALL INTERIOR CURB AND GUTTER SHALL BE 1.5' w/ A 1' PAN, UNLESSNOTED OTHERWISE.4.PLEASE REFER TO THE GEOTECHNICAL REPORT FOR EXCAVATION,GRADING, AND PAVING RECOMMENDATIONS AND REQUIREMENTSFOR THE PROJECT SITE.5.PROPOSED OUTFALL CURB AND GUTTER SHALL BE PROVIDED FORINTERIOR PORTIONS OF THE SITE, AS HATCHED AND SHOWN ON THISPLAN.6.REFER TO THE ARCHITECTURAL DRAWINGS FOR FINISH FLOORINFORMATION.7.REFER TO THE LANDSCAPE PLANS FOR HARDSCAPE DETAILS,PLANTING PLANS AND EXISTING TREES TO BE PROTECTED IN PLACE.8.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPEMINIMUM, UNLESS SHOWN OTHERWISE.9.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASESWILL UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES INSTREETS WILL VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.10.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALLPUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.11.THE FINISH FLOOR ELEVATION SHOWN EXCEEDS THE MINIMUMELEVATION REQUIRED FOR PROTECTION FROM THE 100-YR STORM.12.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGHCURB TO 0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPTWHERE CONNECTING TO A SIDEWALK CHASE.13.REFER TO THE LANDSCAPE PLANS BY BHA FOR LOCATIONS OFIRRIGATION VALVE BOXES AND PLANTS.14.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TOCONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TOCONSTRUCTION.15.RAILINGS SHALL BE INSTALLED ON MSE WALLS GREATER THAN 30" INHEIGHT.16.PIPE SIZING IS PRELIMINARY, AND WILL BE DETERMINED DURINGFINAL DESIGN.17.THE PROPERTY BOUNDARY SERVES AS THE LIMITS OF DEVELOPMENTAS SHOWN, EXCEPT FOR THE TIE-IN TO OFF-SITE SIDEWALKS ANDSTORM DRAIN IMPROVEMENTS TO THE WEST AND SOUTH OF THEBOUNDARY.ASPEN0'SCALE: 1" = 30'30'60'SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FO R CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO GRADING PLANC-0088141/27/21100-005DJWAGWJRGFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.UTILITY PLAN APPROVALCity of Fort Collins, Colorado KEY NOTE LEGENDPROPOSED 6" PVC SANITARY SEWER SERVICE(STUB TO 5' OUTSIDE OF BUILDING - SEE MEP PLANS)PROPOSED 6" DIP FIRE SERVICE LINEPROPOSED 2" WATER SERVICE LINEPROPOSED 8" PVC WATER LINEPROPOSED FIRE DEPARTMENT CONNECTIONPROPOSED RCP STORM DRAINPROPOSED NYLOPLAST DRAIN BASIN W/ STANDARD H-20 GRATEPROPOSED ROOF DRAIN PIPE W/ CLEANOUTPROPOSED 12" HDPE STORM DRAINPROPOSED CDOT TYPE C INLETPROPOSED CDOT TYPE D INLETPROPOSED STORM JUNCTION BOXPROPOSED 4' DIA STORM MANHOLEPROPOSED 5' DIA STORM MANHOLEPROPOSED 6" PVC PIPE STORM DRAINPROPOSED 18" ADS DRAIN BASIN12345678910111213141516LEGENDEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANITARY SEWER LINEEXISTING STORM SEWER LINEEXISTING IRRIGATION LINEEXISTING BURIED ELECTRIC LINEEXISTING FIBER OPTIC LINEPROPOSED TRANSFORMER LOCATIONPROPOSED ELECTRIC LINEPROPOSED GAS LINEPROPOSED LIMITS OF DISTURBANCETEGUPUPUPUPUPUPEFDCFDC2'' W 2'' W 2'' W EEEEEEEEEE2'' WTE E TGGGGGGGGGGGG E G G G TIMBERWOOD DRIVE(62' ROW)LADY MOON DRIVE (93' ROW)LOT 5 HARMONY COMMONSPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGLOT 1 BANNER HEALTH MEDICAL CAMPUSTRACT AHARMONY TECHNOLOGY PARKSIXTH FILING9' UTILITY EASEMENT 9' UTILITY EASEMENT26' EAEBUILDING ABUILDING B24' EAE24' EAETRASHTRASH621122PROP 8" SSWRPOINT OF CONNECTIONN 107047.50E 212776.01IE 4904.445522.68 LF 8" PVC 1.00%130.10 LF 6" PVC @ 1.00%26.83 LF 6"PVC @ 1.00%40.86 LF 6" PVC @ 1.00%6" SSWR CLEANOUTN 106836.18E 212685.95IE 4907.046" SSWR CLEANOUTN 107030.79E 212746.29IE 4904.946" SSWR CLEANOUTN 106997.45E 212899.64IE 4905.97PRIVATE4'Ø SSWR MHN 107025.09E 212772.51IE 4904.6744.37 LF EX 8" PVC(@ 0.47% ASSUMED)(45.4 LF)TOP 6" FIRELINE=4911.62INV EX 8" SSWR=4904.43PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYEX FIRE HYDRANTEX 8" PVC SSWREX 12" PVC WATER352.8 LF 6" DIP90.8 LF 6" DIP EX 12" PVC WATER6666966991111111212141314816136PROP LIDOVERFLOW INLETPROP 4" PERFORATEDPVC STORM SEWEREX 18" RCP STORM SEWERRESET TO INV=4910.60EX 18" RCP STORM SEWERRESET TO INV=4910.44PROP UNDERGROUNDSTORMTECH LIDPROPOSED LIMITSOF DEVELOPMENT9EX 18" RCP STORM SEWERRESET TO INV=4910.4288883(19.3 LF)60' DRAINAGE, UTILITYAND ACCESS EASEMENT(REC. NO. 20160031793)PROPERTY BOUNDARYPROP MH AREA INLETPOND 100EX WATER QUALITYOUTLET STRUCTURE36777799PROP 6" PERFORATEDPVC STORM SEWER151591499698138PROPOSED LIMITSOF DEVELOPMENT6" 45° BEND W/ TBN 106876.18E 212869.09FIRE HYDRANTW/ 6" GV (NE)N 106861.18E 212854.096" 90° BEND W/ TBN 106798.15E 212756.8412"x6" SWIVEL TEE W/ TB6" GV (W)N 106876.18E 213138.922" WATER METERN 107070.37E 212724.59POINT OF CONNECTIONWET TAP 2" WATER SERVICEN 107066.05E 212882.2712"x12"x6" SWIVEL TEE W/ TB6" GV (SW)N 107064.75E 212887.1020.0 LF6" DIP164.4 LF 6" DIP19.9 LF 6" DIP24' EAETOP 2" WATER=4911.68INV EX 8" SSWR=4904.4512"x12"x6" SWIVEL TEE W/ TB6" GV (S)N 107113.72E 212739.1332169.19 LF 6" PVC @ 1.00%6" 45° BEND W/ TBN 106958.44E 212879.876" 45° BEND W/ TBN 106974.20E 212867.426" 11.25° BEND W/ TBN 106965.63E 212872.93319.8 LF 6" DIP10.0 LF 6" DIP10.2 LF 6" DIP92.7 LF 6 " D I P2" WATER METERN 106953.43E 212880.346" 45° BEND W/ TBN 107024.96E 212719.836" 11.25° BEND W/ TBN 106981.02E 212749.196" 22.5° BEND W/ TBN 106962.55E 212756.84TOP 6" FIRELINE=4910.30INV 6" PVC SSWR=4905.19TOP 2" WATER=4910.25INV 6" PVC SSWR=4905.246" SSWR CLEANOUTN 107002.53E 212716.78IE 4905.3424' EAE21.7 LF 6" DIP269.8 LF 6" DIPTOP 2" WATER=4910.44INV 6" PVC SSWR=4905.65TOP 6" FIRELINE=4910.54INV 6" PVC SSWR=4905.70POINT OF CONNECTIONWET TAP 2" WATER SERVICEN 107114.74E 212734.23ASPEN0'SCALE: 1" = 30'30'60'NOTES:1.10' SEPARATION SHALL BE PROVIDED BETWEEN WATER, SEWER, AND STORM SEWER LINES.2.ALL STORM SEWER PIPE SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.3.ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC.4.ALL SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC RATED.5.A 2" WATER SERVICE AND METER PIT ARE ASSUMED FOR THE PROPOSED BUILDINGS, WHICH MAY SERVESEPARATE TENANTS. THEREFORE, THE DEVELOPER MAY CHOOSE TO SUB-METER BEHIND THE MASTER METER,OR MAY INSTALL A SECOND SERVICE AND METER PIT. THIS WILL BE DETERMINED PRIOR TO CONSTRUCTION.6.ALL WATERLINES SHALL HAVE A MINIMUM OF 4 1/2' OF COVER AND A MAXIMUM OF 5 1/2' OF COVER.7.A KNOX BOX WILL BE REQUIRED TO BE MOUNTED ON THE FRONT OF THE MAIN BUILDING EQUIPPED WITH A FIRESPRINKLER SYSTEM OR FIRE ALARM SYSTEM PER POUDRE FIRE AUTHORITY. CONTRACTOR TO COORDINATELOCATION OF KNOXBOX WITH POUDRE FIRE AUTHORITY.8.HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, OR FLAMMABLE/COMBUSTIBLE LIQUIDS(AS DEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, OR HANDLED ON SITE, MUST HAVE A HAZARDOUSMATERIALS IMPACT ANALYSIS (HMIA) COMPLETED AND SUPPLIED TO THE PLANNING DEPARTMENT AND THEFIRE DEPARTMENT.9.A KNOX BOX WILL BE REQUIRED TO BE MOUNTED ON THE FRONT OF THE BUILDINGS EQUIPPED WITH A FIRESPRINKLER SYSTEM AND OR FIRE ALARM SYSTEM PER POUDRE FIRE AUTHORITY. CONTRACTOR SHALLCOORDINATE THE LOCATION OF THE KNOX BOX WITH POUDRE FIRE AUTHORITY. EACH BUILDING WILL ALSOHAVE AND FDC AND SHALL BE MOUNTED PER PFA REQUIREMENTS.10.A 2" WATER SERVICE LINE, AND A 6" FIRE LINE SHALL SERVICE EACH BUILDING, AND BOTH LINES SHALL BEEXTENDED TO 5' OUTSIDE OF THE BUILDING, AS SHOWN. SEE MEP PLANS AND ARCHITECTURAL PLANS FORSIZE AND LOCATION OF INTERNAL WATER SERVICES, POINT OF CONNECTION, AND UPTURN LOCATIONS INWATER RISER ROOMS. FINAL SERVICE SIZES WILL BE VERIFIED IN FINAL DESIGN.11.STORM SEWER PIPE AND INLET SIZING IS TO BE DETERMINED WITH FINAL DESIGN.12.GAS SERVICE, ELECTRIC SERVICE AND THEIR ASSOCIATED METERING LOCATIONS ARE TO BE DETERMINEDWITH FINAL DESIGN.13.THE PROPERTY BOUNDARY SERVES AS THE LIMITS OF DEVELOPMENT AS SHOWN, EXCEPT FOR THE TIE-IN TOOFF-SITE SIDEWALKS AND STORM DRAIN IMPROVEMENTS TO THE WEST AND SOUTH OF THE BOUNDARY.SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FO R CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO UTILITY PLANC-0099141/27/21100-005DJWAGWJRGFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.UTILITY PLAN APPROVALCity of Fort Collins, Colorado UPUPUPUPUPUPEEEEEEEEEEETE E TGGGGGGGGGGGG E G G G TIMBERWOOD DRIVE(62' ROW)LADY MOON DRIVE (93' ROW)LOT 5 HARMONY COMMONSPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGLOT 1 BANNER HEALTH MEDICAL CAMPUSTRACT AHARMONY TECHNOLOGY PARKSIXTH FILINGBUILDING ABUILDING BTRASHTRASH PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYEX FIRE HYDRANT75632110984151416171415141617151615 13 1414 1314 141513141615131416141613151415131 4 121314 1513141213 1514 16 17 18 18171514 1515 171540.400.9020.620.8310.220.5630.700.78100.070.2570.180.8280.400.9090.260.3061.320.7550.420.86OS40.300.81OS50.300.81OS70.090.81OS60.090.81OS7OS6OS4OS5POND 100EX WATER QUALITYOUTLET STRUCTUREASPEN0'SCALE: 1" = 30'30'60'SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 PR E L IM INA RYNOT FOR CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO DRAINAGE EXHIBITC-01010141/27/21100-005AGWAGWJRG1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 4900FEET, AND ARE BASED ON THE BENCHMARKS DESCRIBED ON SHEETC-001.2.THE DRAINAGE BASINS SHOWN ON THIS EXHIBIT WILL BE CONVEYEDTO EXISTING DETENTION POND 100, LOCATED SOUTH OF THEDEVELOPED PORTION OF THE LOT. THE DEVELOPED SITE RUNOFFAND OFFITE BASIN RUNOFF IS CONVEYED TO THE EXISTING,OFF-SITE DETENTION AND WATER QUALITY POND 100 VIA OVERLANDFLOW, PIPE AND INLET SYSTEMS, AND PROPOSED SWALES.DRAINAGE DESIGN FOR THE PROPOSED SITE IS IN ACCORDANCEWITH THE HARMONY TECHNOLOGY PARK SITE MASTER PLAN(HTPSMP) AND THE DRAINAGE STUDY FOR HARMONY TECHNOLOGYPARK 6TH FILING. WATER QUALITY AND DETENTION IS BEINGPROVIDED IN THE EXISITNG POND 100. THE HTPSMP SPECIFIED ANALLOWABLE IMPERVIOUS RATIO OF UP TO 80% FOR THE SUBJECTSITE. THE CALCULATED IMPERVIOUS RATIO IS 77% FOR THEHARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING SITE ANDOFFSITE ATTRIBUTING BASINS, AND THEREFORE, IS IN COMPLIANCEWITH THE PREVIOUSLY APPROVED MASTER PLAN STUDY FOR THISAREA.3.PLEASE REFER TO THE RATIONAL METHOD CALCULATIONS FORPRELIMINARY BASIN FLOW CALCULATIONS. ROUTED FLOWS WILL BEPROVIDED IN FINAL DESIGN.4.12" OF CDOT CLASS 'A' BEDDING MATERIAL SHALL BE PLACED UNDERALL RIPRAP SHOWN.5.ROOF DRAINS FROM THE PROPOSED BUILDING A WILL CONNECT TOAN UNDERGROUND STORM SEWER. ROOF DRAINS FROM PROPOSEDBUILDING B WILL BE PIPED INTO THE PROPOSED LID BASIN, THENULTIMATELY INTO THE EXISTING DETENTION POND 100.6.RUNOFF FROM THE SITE WILL DRAIN TO LOW POINTS AND PASSTHROUGH CURB CUTS, SIDEWALK CHASES, AND SWALES BEFOREENTERING STORM PIPES, UNDERGROUND EXTENDED DETENTION,AND RAINGARDENS, WHICH ULTIMATELY DISCHARGE TO THEEXISTING DETENTION POND 100. RIPRAP AND GRASS LINEDDRAINAGE CHANNELS WILL ENHANCE EROSION CONTROL WITHINTHE SITE LIMITS. SITE BMP'S WILL BE IMPLEMENTED TO REDUCESEDIMENT TRANSPORT OFFSITE, AND WILL BE SHOWN IN THE FINALEROSION CONTROL PLAN/EXHIBIT.7.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES(OUTSIDE OF PLATTED ROW) WILL BE PRIVATELY OWNED ANDMAINTAINED BY THE OWNER (MAVD). ALL EXISTING STORM SEWERWITHIN PUBLIC ROW, WILL BE OWNED AND MAINTAINED BY THE CITYOF FORT COLLINS.8.OFFSITE BASINS ON TIMBERWOOD DRIVE ARE FROM THE HARMONYTECHNOLOGY PARK INFRASTRUCTURE IMPROVEMENTS (BY ASPENENGINEERING, 2015). BASINS OS6 AND OS7 DRAIN TO LADY MOONDRIVE AND ARE SHOWN FOR REFERENCE ONLY.NOTES:UTILITY PLAN APPROVALCity of Fort Collins, ColoradoLEGENDEXISTING CONTOURSNEW INTERMEDIATE CONTOURS1415NEW INDEX CONTOURSPROPOSED FLOWLINEEX RIGHT-OF-WAY/ PROPERTY BOUNDARYPROPOSED DRAINAGE BASIN BOUNDARYLINESPROPOSED STORM PIPEEXISTING STORM PIPE & MANHOLERDPROPOSED ROOF DRAIN AND STORM PIPEPROPOSED DRAINAGE BASIN IDACRES / 'C' VALUEPROPOSED DRAINAGE DESIGN POINTDRAINAGE FLOW DIRECTIONDRAINAGE SWALE10.220.56 SidewalkDrivewayLIPF.L.T.C.DRIVEWAYSIDEWALKSECTION A-ANOTE:1. Sidewalk grade shall remain consistent across driveway3. This detail applies to Residential & Commercial driveways.6"6" ResidentialDetached SidewalkAttached SidewalkATTACHEDDETACHED3'-0"6'-0"All Sidewalk Thickness Shall Be 6" minimum.Min.SIDEWALK8" CommercialATTACHED SIDEWALK DETAILSlope sidewalk to curb 1/4" per foot.NOTE: Construct sidewalk with joints at 10' intervalsR 1/8"WEAKENED PLANE JOINTEXPANSION JOINTR1/4"and aligned with scoring on curb.INSTALL IN LOCATIONS SPECIFIEDIN CHAPTER 221/2"1/4"1/4 SLAB THICKNESS1/4"1/2" ExpansionJoint materialDETACHED SIDEWALK DETAILVariableLandscapingSlope sidewalk to curb 1/4" per foot.2' min.Slope: Minumum 14"/ft Maximum 3"/ftMax. Sign Panel1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loosefrom the post when hit by a vehicle.2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.Cross section of post3" - 6" ABOVE GRADE2 1/4" Anchor3. Signs larger than 36 inches in length or width require wind bracing and special post design.NOTES:4. Anchor Stub and post are square steel tube (perforated).Anchor/StubPost SizeCRITERIA FOR SINGLE POST36" x 36"2.25" x 2.25" x 3'-0"2" x 2" x 12'-0"5. All "No Parking" signs shall be installed at 45° from Flow Line.**2" x 2" x 10' OR 12'12 GAUGE TELESPAR POST(22F12A31)7'-0" MIN. CLEARANCE2' - 3'FROM FStreet CurbSee Figure 16-1SWSAMPLEAVE2400R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMONDGRADE. SIGN MOUNTED TO POST WITH 1 EACHDRIVE RIVET WITH NYLON WASHER AGAINST SIGNFACE (ON TOP OF THE SIGN). THE BOTTOM OF THESIGN SHALL BE MOUNTED WITH 1 EACH5/16"x2-1/2" HEW BOLT WITH METAL AND FROMNYLON WASHERS (NYLON WASHER AGAINST SIGNFACE) AND SECURED WITH 1 EACH 5/16" HEX NUTON THE BACK SIDE OF POST.L2-1/4" x 2-1/4" x 3'ANCHOR/STUB2 EACH 8" BLADESMOUNTED TO POSTWITH 4 EACH DRIVERIVETS WITHNYLON WASHERS*12 Gauge30"8"8"NO CROSSPANContinental bars (9' X 1.5'):NO CROSSPAN OR EXISTING CROSSPANWhite Stop Bar (1.5' X Length)30' Gaps3:1 Ratio10' Segments4" WhiteBroken LineDouble LinesNormal Width Line4" White4" Yellow4" Space4" WhitePreferential lane symbol(6' X 4') for designatedbikeways. White pavementmarking placed 65' (min) fromthe projected flowline andProjected Flowline (FL) STANDARD NO STOP BAR SPECIFIEDSTOP BAR SPECIFIEDSTOP BAR SPECIFIEDEXISTING CROSSPANCrosspan exits (no stop bar) -- shallNo crosspan -- shall be positioned along projected flowline.match the edge of the pan.Crosspan exits (stop bar specified) --shall be positioned along projectedflowline overlapping 4' of crosspan.12 3FL to stop bar14.5' Projected14.5' StopBar to FL13'9'1.5'6' Crosspan4'4'4'NOTES:Continental crosswalk bars shall be placed centered oneach lane line & in the center of each lane. (Lanes 5' wideor less shall not receive a bar centered in the lane.) Bothoutside Continental bars shall be centered on the curb &gutter when possible.If 6' crosspan exists, bars tomatch pan edge to 13' fromprojected FL.Exception: The downstream bike lane line shallterminate at the curb return.NOTE:All longitudinal (lane) striping shall terminate at thecontinental crosswalk bars when no stop bar exists. If astop bar is specified, the striping shall terminate at the stopbar.65' (min)centered on bike lane.1403DRAWINGLARIMER COUNTYURBAN AREASTREET STANDARDSCONSTRUCTIONDRAWINGSSTANDARD PAVEMENT MARKINGSDATE: 03/01/02REVISION NO: 1CROSSWALK MARKINGS1'-6"6"1"1 1/2"R.12"6"6"6"INFALL CURB & GUTTERON SITEUTILITY PLAN APPROVALCity of Fort Collins, Colorado1'-6"6"1"1 1/2"R.12"6"6"6"OUTFALL CURB & GUTTERON SITESHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FO R CON ST RUC T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO SITE & STREET DETAILSC-01111141/27/21100-005DJWAGWJRG6"12"VARIESWIDTHPROPOSED CURB6"3'CURBZERO HEIGHTVERTICALCURBTRANSITION1' 6 "4' WIDE CONCRETE CHASE FORPRIVATE IMPROVEMENTS2' WIDE CONCRETE CHASE FORPRIVATE IMPROVEMENTSFIRELANENOPARKINGSTANDARDFIRE LANE SIGN DETAILUNIVERSALFIRE LANE SIGN DETAIL(FORT COLLINS ONLY) REVE7001-110-190DWG NO.1 OF 1SHEET1:25SCALEDWG SIZEA3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com15 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAILTITLEPROJECT NO./NAMEMATERIALDATEREVISED BY03-30-06DATEEBCDRAWN BY03-14-16NMH(3) VARIABLE SUMP DEPTHACCORDING TO PLANS(6" MIN. BASED ONMANUFACTURING REQ.)4" MINMINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURERRECOMMENDATION(MIN. MANUFACTURINGREQ. SAME AS MIN. SUMP)(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TOPLANS/TAKE OFF)NYLOPLAST 15" DRAIN BASIN: 2815AG _ _ X1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE.2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-053 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-0654 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER.5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:4" - 15" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC(1, 2) INTEGRATED DUCTILE IRONFRAME & GRATE 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.18" MIN WIDTH GUIDELINE8" MIN THICKNESS GUIDELINETHE 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.TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FORGUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BEDESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.®©2013 NYLOPLAST(5) ADAPTER ANGLESVARIABLE 0° - 360°ACCORDING TO PLANSUTILITY PLAN APPROVALCity of Fort Collins, ColoradoPLASTIC STORM BEDDING DETAILLID PRE-SEDIMENTATION BASINWITH OVERFLOW DETAILN.T.S.1' PONDING DEPTH12" SECTION OF BIORETENTION SAND MEDIA (SPECIFICATIONS FROM CITY OF FORT COLLINS)NOTES:(1)THE LID PRE-SEDIMENTATION BASINS SHALL HAVE AN ALLOWABLEPONDING DEPTH OF 1', AND BE CONSTRUCTED PER THIS DETAIL.(2)THE LID PRE-SEDIMENTATION BASINS WILL PROVIDE ADDITIONALWATER QUALITY FOR THE PROPOSED DEVELOPMENT AREA BYPONDING DURING FIRST FLUSH CONDITIONS UP TO A DEPTH OF 1',PRIOR TO SPILLING DOWNSTREAM AND INTO THE STORM SEWERSYSTEM. THE LID PRE-SEDIMENTATION BASIN WILL ALSO PROVIDEA MECHANISM FOR POLLUTANTS TO SETTLE OUT OF THE STORMFLOWS, WHILE PROMOTING INFILTRATION, IN ACCORDANCE ANDAS-REQUIRED BY CITY OF FORT COLLINS STANDARDS.(3)THE LID BASINS WITHIN THE SITE SHALL HAVE 30" OF NATIVEMATERIAL OVEREXCAVATED AND REMOVED WITHIN THE LIDFOOTPRINT AREAS, AS DEPICTED IN THE UTILITY PLANS. A 12"SECTION OF 12"- 34 " (CLASS 2) GRAVEL SHALL BE INSTALLED AT THEBOTTOM OF THE EXCAVATED AREA WITH A 6" SECTION OF PEAGRAVEL INSTALLED OVER THE CLASS 2 MATERIAL. A 12" SECTIONOF SAND/ SHREDDED WOOD MULCH/TOPSOIL MIX (70/10/20) SHALLTHEN BE PLACED OVER THE PEA GRAVEL AND SHALL BE LIGHTLYCOMPACTED. THE LID BASIN AREA SHALL BE SEEDED ANDLANDSCAPING PROVIDED IN AND AROUND THE LID BASIN, ASSHOWN AND CALLED FOR IN THE LANDSCAPE PLANS.THIS MEDIUMSHALL BE UTILIZED FOR THE ENTIRE LID BASIN, FOOTPRINT, ASDEPICTED IN THE GRADING PLANS(4)ALL RECOMMENDATIONS AND REQUIREMENTS CALLED FOR IN THEGEOTECHNICAL REPORT SHALL BE FOLLOWED AND IMPLEMENTED.SHOULD ANY CONFLICTS ARISE BETWEEN THAT CALLED FOR IN THEGEOTECHNICAL REPORT AND CITY LID STANDARDS, THECONTRACTOR SHALL CONTACT THE ENGINEER OR OWNERSIMMEDIATELY.6" SECTION OF PEA GRAVEL12" SECTION OF NO. 2 OR NO. 3WASHED GRAVEL (MIN. 2"ABOVE AND BELOW PIPE)NATIVE MATERIAL4:1 MAX. SIDE SLOPEINTO RAIN GARDEN4" PVC PERF PIPE REFERTO UTILITY PLAN FORLOCATIONWW-15SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 PR E L IM INA RYNOT FOR CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO SANITARY SEWER & STORM SEWER DETAILSC-01212141/27/21100-005DJWAGWJRG UTILITY PLAN APPROVALCity of Fort Collins, ColoradoSTREETSTREETNOTES:1.TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TOPREVENT MOVEMENT OF WIRE.2.TRACER WIRE SHALL BE 2 #12 AWG HIGH-FLEX COPPER CLAD STEEL CONDUCTOR (HF-CCS), INSULATEDWITH A 30 MIL, HIGH DENSITY, HIGH MOLECULAR WEIGHT POLYETHYLENE (HDPE) INSULATION, ANDRATED FOR DIRECT BURIAL USE AT 30 VOLTS. HF-CCS CONDUCTOR MUST BE A 21% CONDUCTIVITY FORLOCATABILITY PURPOSES, RATED BREAK LOAD 282#. HDPE INSULATION SHALL BE RoHS COMPLIANTAND UTILIZE VIRGIN GRADE MATERIAL. INSULATION COLOR SHALL MEET THE APWA COLOR CODESTANDARD FOR IDENTIFICATION OF BURIED UTILITIES.3.CONNECTORS SHALL BE COPPERHEAD SNAKEBITE LOCKING CONNECTORS OR PRE-APPROVED EQUAL.THESE CONNECTORS WILL NOT WORK WITH THHN PRODUCTS.4.IF LOCATOR STATION IS TO BE PLACED AT A FIRE HYDRANT, PLACE IT DIRECTLY IN FRONT OF THE FIREHYDRANT. SEE DETAIL 25 FOR LOCATOR STATION DETAILS.5.GROUNDING RODS SHALL BE MAGNESIUM DRIVE IN ANODE WITH HDPE CAP AND 5' OF FACTORYINSTALLED 12 AWG COPPER CLAD STEEL WIRE WITH 30 MIL HIGH DENSITY, HIGH MOLECULAR WEIGHTPOLYETHYLENE (HDPE) INSULATION, AND RATED FOR DIRECT BURIAL USE AT 30 VOLTS. HDPEINSULATION SHALL BE RoHS COMPLIANT AND UTILIZE VIRGIN GRADE MATERIAL. GROUNDED RODS TOBE AT ALL DEAD END POINTS OF THE TRACER WIRE.6.TRACER WIRE FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICEDTOGETHER.CPTEST STATIONWJEIUSA1 1/8"7/16"3 1/2"7 5/16"2" 5/8"5 3/4"ASUIEJWSTATIONLOCATORLID PLAN VIEWLID SECTION VIEWVALVE BOX SECTION VIEW9"6 1/8"10"7 9/16"2 1/16"CLOSED PICKHOLE(TYPICAL OPPOSITESIDE)1/2" RAISED LETTERING(RECESSED FLUSH)REFERENCE SPECIFICATIONS 02622-2THROUGH 02622-4 FOR LOCATORFOR CP TEST STATION INFORMATION.REFERENCE SPECIFICATIONS 16640-5STATION BOX INFORMATION.SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 PR E L IM INA RYNOT FOR CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO WATER DETAILSC-01313141/27/21100-005DJWAGWJRG UTILITY PLAN APPROVALCity of Fort Collins, ColoradoSHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 PR E L IM INA RYNOT FOR CON S T RU C T IONproject no:date: HARMONY TECHNOLOGY PARK MEDICAL OFFICE BUILDING FORT COLLINS, COLORADO STORM DETAILSC-01414141/27/21100-005AGWAGWJRGSTORM STRUCTURE BOX (EDB)STRUCTURE WILL BE CONSTRUCTED AS 10' CURB INLET TYPE RWITHOUT THE CURB FACE ASSEMBLY.