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EAST PARK DISTRICT MAINTENANCE FACILITY - FDP210010 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS
DRAKE ROAD TIMBERLINE ROADG R E A T W E S T E R N R A I L R O A D SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 CS1 COVER STEET1 Original Field Survery: CITY OF FORT COLLINS Date: August, 2019 APRIL 2021 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH PROJECT BENCHMARKS: EAST PARK DISTRICT MAINTENANCE FACILITY PROJECT TEAM: Cacey Roberts The Clark Enersen Partners 123 N. College Avenue, Suite 370 Fort Collins, Colorado 80524 (970) 8148-8999 Northern Engineering Services, Inc. Shane Ritchie 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 ARCHITECT SITE ENGINEER GEOTECHNICAL ENGINEER CTL Thompson, Inc. Spencer Schram, PE 400 north Link Lane Fort Collins, Colorado 80524 (970)206-9455 SHEET INDEX TRACT I, BUCKING HORSE FILING TWO LOCATED IN SECTION 20, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO FIELD SURVEY BY: City of Fort Collins. John Steven Von Nieda, PLS 281 N. College Fort Collins, Colorado 80524 (970) 221-6605 SITE SURVEYOR 1 CS1 COVER SHEET 2 CS2 GENERAL & CONSTRUCTION NOTES 3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN 4 PV1 PAVING PLAN 5 U1 UTILITY PLAN 6 ST1 STORM DRAIN A & POND OUTFALL PLAN & PROFILE 7 G1 GRADING PLAN 8 RG1 RAIN GARDEN DETAILS 9 D1 CONSTRUCTION DETAILS 10 D2 CONSTRUCTION DETAILS 11 EC1 EROSION CONTROL PLAN 12 EC2 EROSION CONTROL DETAILS 13 DR1 DRAINAGE PLAN MAJOR AMENDMENT UTILITY PLANS FOR UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840 ELECTRIC--------City of Fort Collins Light & Power--Rob Irish (970) 224-6167 CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339 STORMWATER-City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339 E N G I N E E R N GI EHTRON R N PROJECT LOCATION City of Fort Collins Park Planning & Development Craig Kisling 215 North Mason Street Fort Collins, Colorado 80521 (970) 416-2192 City of City of These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CTL Thompson, Inc Geotechnical Investigation Proposed Improvements East Park District Maintenance Facility Project No. FCO9344-125 Date: May 4th, 2020 SUBSURFACE EXPLORATION BY: I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. CERTIFICATION STATEMENT: PLANNER/LANDSCAPE ARCHITECT City of Fort Collins Park Planning & Development Craig Kisling 215 North Mason Street Fort Collins, Colorado 80521 (970) 416-2192 City of PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 2-94 EAST DRAKE AND ZIEGLER RD., APPROX. 110 FEET EAST OF SOUTH ENTRANCE TO WATER TREATMENT PLANT #2, ON TOP OF THE SECTION CORNER MONUMENT DATED 1989 IN RANGE BOX ELEVATION = 4881.56 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.18' BASIS OF BEARINGS ASSUMING THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 7 NORTH, RANGE 68 WEST, AS BEARING SOUTH 88°42'05" EAST AS SHOWN ON THE PLAT. OWNER/APPLICANT CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 CS2 CONSTRUCTION NOTESGENERAL &2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R A. GENERAL NOTES 1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins 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 City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13.The minimum cover over water lines 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 if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16.The 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 the responsibility of the property owner(s). 17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility 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. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19.All recommendations of the FINAL DRAINAGE AND EROSION CONTROL REPORT FOR EAST PARK DISTRICT, DATED APRIL 5TH, 2021 by Northern Engineering shall be followed and implemented. 20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins. 35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins 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 of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 2-94 EAST DRAKE AND ZIEGLER RD., APPROX. 110 FEET EAST OF SOUTH ENTRANCE TO WATER TREATMENT PLANT #2, ON TOP OF THE SECTION CORNER MONUMENT DATED 1989 IN RANGE BOX ELEVATION = 4881.56 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.18' BASIS OF BEARINGS ASSUMING THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 7 NORTH, RANGE 68 WEST, AS BEARING SOUTH 88°42'05" EAST AS SHOWN ON THE PLAT. 41.All stationing is based on centerline of roadways unless otherwise noted. 42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48.Approved Variances are listed as follows: 1) N/A CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16.For additional information see separate Stormwater Management Plan / Erosion Control Report for EAST PARK DISTRICT MAINTENANCE FACILITY. B. Street Improvement Notes 1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins 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 City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1.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 the responsibility of the property owner(s). 2.All recommendations of the FINAL DRAINAGE AND EROSION CONTROL REPORT FOR EAST PARK DISTRICT, DATED APRIL 5TH, 2021 by Northern Engineering shall be followed and implemented. 3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility 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. For commercial 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 to certification per the Development Agreement. E. Utility Notes 1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City Water Detail 11A. INFILL AND REDEVELOPMENT NOTE A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work. X X SSSSSSSSSSSSSSSSSSSSSSSSSD SD SD SD SD SD SD SD SD SD SD SD SD SD SSSSSSSSSSSSSSSSSSSSSSSSSD SD SD/ / / / / / / // / / / / / / / E E E E E E E E E E G G G G G G G G G G G W WWWWWWWWWWWWXXXXXXXXXXXXXSS S 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS REMOVE CONCRETE PAD REMOVE EXISTING CONCRETE PAN ENVIRONMENTAL DRIVE OWNER SIDE HILL RESIDENTIAL ASSOCIATION 60' ROW100' ROW EXISTING SAN SEWER MH RIM = 4881.42' INV. IN = 4875.34' (S) INV. OUT = 4875.30' (N) EXISTING SAN SEWER MH RIM = 4884.11' INV. IN = 4873.86' (S) INV. OUT = 4873.63' (N) EXISTING STORM DRAIN MH RIM = 4887.02' EXISTING 12" WATER LINE EXISTING 36" PVC SAN SEWER EXISTING 36" CLAY SAN SEWER 20' UTILITY EASEMENT 10' WATER LINE EASEMENT 15' SANITARY SEWER EASEMENT 15' PUBLIC ACCESS EASEMENT EXISTING SAN. SEWER MH RIM = 4885.30' INV. IN = 4875.64' (W) INV. OUT = 4875.64' (N) OWNER AGGREGATE INDUSTRIES-WCR INC EXISTING GAS LINE EXISTING UNDERGROUND ELECTRIC LINE EXISTING CONCRETE DRIVEWAY 20' EXISTING 3' DIRT TRAIL CENTER LINE EXISTING 36" x 96" STORM STRUCTURE EXISTING STORM MH RIM = 4887.24' EXISTING STORM WATER MH RIM = 4897.19' FL ELEV = 4881.54' EXISTING 24" RCP OUTFALL PIPE EXISTING 24" RCP POND OUTFALL EXISTING POND OUTLET STRUCTURE EXISTING FENCE EXISTING FENCE EXISTING STORM DRAIN MH RIM = 4882.80' CENTER OF MH FL = 4867.60' EXISTING STREET SIGN EXISTING STREET SIGN EXISTING STORM DRAIN MH RIM = 4886.42' CENTER OF MH FL = 4872.22' EXISTING FIRE HYDRANT APPROXIMATE LOCATION OF EXISTING TREE TO BE PROTECTED IN PLACE (TYP) EXISTING IRRIGATION BOXES EXISTING IRRIGATION BOXES APPROXIMATE LOCATION OF EXISTING TREE (TYP) G R E A T W E S T E R N R A I L R O A D EXISTING POND OUTLET STRUCTURE EXISTING 6' CONCRETE TRAIL TO BE REMOVED AND REPLACED WITH 8' CITY TRAIL EXISTING 6' CONCRETE TRAIL TO BE REMOVED AND REPLACED WITH 8' CITY TRAIL PORTIONS OF EXISTING PUBLIC ACCESS EASEMENT TO BE VACATED REMOVE EXISTING 6' CONCRETE SIDEWALK & DRIVE EXISTING 6' SIDEWALK EXISTING WETLAND BOUNDARY APPROXIMATE TOP OF DITCH BANK REMOVE EXISTING TREES (TYP) REMOVE EXISTING TREES (TYP) SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 EX1 DEMOLITION PLANEXISTING CONDITIONS &3 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6.ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION. 7.NO DEMOLITION MAY OCCUR ONSITE UNTIL THE APPROPRIATE PERMITS AND APPROVALS HAVE BEEN ISSUED BY THE CITY. THIS INCLUDES, BUT IS NOT LIMITED, TO THE DEMOLITION OF STRUCTURES AND THE REMOVAL OF TREES. 8.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 9.CURB, GUTTER, AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 10.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 11.EXISTING 6' CONCRETE TRAIL TO BE REMOVED AND REPLACED WITH 8' CONCRETE TRAIL. TRAIL SHALL BE REMOVED AND REPLACED AS SHOWN AND WILL INCLUDE THE ENTIRE TRAIL NORTH TO NANCY GRAY AVENUE. EXISTING OVERHEAD UTILITY OHE CITY OF FORT COLLINS Date: August, 2019 EXISTING PAVEMENT TO BE REMOVED EXISTING LOT LINE 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 10.REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 SS S ENVIRONMENTAL DRIVE OWNER SIDE HILL RESIDENTIAL ASSOCIATION OWNER AGGEREGATE INDUSTRIES-WCR INC / / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / /XXXXXXXXXXX X X X X X X X X X X X X XXXXXXTFTF EM/ / / / / / / // / / / / / / // / / / / / / / X X / / / / / / / // / / / / / / /XXXXXXXXXXXXXG R E A T W E S T E R N R A I L R O A D 60' ROW15' PUBLIC ACCESS EASEMENT 100' ROW GREAT WESTERN RAIL ROAD 20' UTILITY EASEMENT 10' WATER LINE EASEMENT 15' SANITARY SEWER EASEMENT PROPOSED FENCE PROPOSED CONCRETE PAVING PROPOSED GRAVEL PARKING PROPOSED ASPHALT PAVING PROPOSED 4' CONCRETE TRICKLE CHANNEL PROPOSED 2' CONCRETE PAN 18' (TYP.) 19' (typ) 9' (typ) 30' 25' 20' 20' EMERGENCY ACCESS EASEMENT 24' - PROPOSED ADA RAMPS PROPOSED CONCRETE PAD FOR STORAGE SHEDS PROPOSED EDGE OF ASPHALT 2 PROPOSED ADA RAMP PROPOSED SIDEWALK CHASE PROPOSED LANDSCAPING MATERIAL STORAGE CONCRETE PAD FOR DUMPSTER & TRASH COMPACTOR PROPOSED CRUSHER FINE BORDER PROPOSED CONCRETE PROPOSED 18" CURB & GUTTER PROPOSED CRUSHER FINE BORDER EXISTING DIRT TRAIL 7' CURB CUT SEE DETAIL SHEET D1 1 1 1 PROPOSED 6' CONCRETE PAN 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT PROPOSED CONCRETE PAVING PROPOSED 18" INFLOW VERTICAL CURB & GUTTER EXISTING WETLAND BOUNDARY APPROXIMATE TOP OF DITCH BANK 10' PROPOSED DRAINAGE EASEMENT 10' PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPSED EDGE OF CONCRETE 3 PROPOSED BUILDING PROPOSED POND6' SIDEWALKPROPOSED BUILDING PROPOS E D 8 ' S I D E W A L K 9' 1 10' CURB CUT SEE DETAIL SHEET D1 PROPOSED 18" INFLOW VERTICAL CURB & GUTTER PROPOSED ADA RAMPS PROPO S E D 8 ' S I D E W A L K GROUTED RIPRAP RUNDOWN w/FOREBAY NORTH RAIN GARDEN SEE SHEET RG1 SOUTH RAIN GARDEN SEE SHEET RG1 GROUTED RIPRAP RUNDOWN w/FOREBAY EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 7.EXISTING 6' CONCRETE TRAIL TO BE REMOVED AND REPLACED WITH 8' CONCRETE TRAIL. TRAIL SHALL BE REMOVED AND REPLACED AS SHOWN AND WILL INCLUDE THE ENTIRE TRAIL NORTH TO NANCY GRAY AVENUE. 8.THIS PROPERTY IS LOCATED IN THE FEMA_REGULATED, 500_YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 9.ESSENTIAL SERVICES CRITICAL FACILITIES AND AT_RISK POPULATION CRITICAL FACILITIES ARE PROHIBITED IN THE 500_YEAR FLOODPLAIN. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT LIGHT DUTY ASPHALT PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: CONCRETE PAVING GRAVEL AREA SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 PV1 PAVING PLAN4 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 SITE SIGN LEGEND 1LANE FIRE NO PARKING RESERVED PARKING 2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R HEAVY DUTY ASPHALT PAVING P0TS 3 CONCRETE FLATWORK SS S 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS ENVIRONMENTAL DRIVEWFSUDUDUD U D U D U D EEEEX X SSSSSSSSSSSSSSSSSSSSSSSSSD SD SD SD SD SD SD SD SD SD SD SD SD SD SSSSSSSSSSSSSSSSSSSSSSSSSD SD SD/ / / / / / / // / / / / / / / E E E E E E E E E E G G G G G G G G G G G W WWWWWWWWWWWWXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / /XXXXXXXXXXX X X X X X X X X X X X X XXXXXXTFTF EM/ / / / / / / // / / / / / / // / / / / / / /60' ROW15' PUBLIC ACCESS EASEMENT 100' ROW GREAT WESTERN RAIL ROAD OWNER SIDE HILL RESIDENTIAL ASSOCIATION 20' UTILITY EASEMENT 10' WATER LINE EASEMENT 15' SANITARY SEWER EASEMENT OWNER AGGREGATE INDUSTRIES-WCR INC AREA DRAIN PROPOSED BUILDING SUBDRAIN PROPOSED POND PROPOSED POND OUTLET STRUCTURE NORTH RAIN GARDEN SEE SHEET RG1 CONNECT TO EXISTING 12" WATERLINE 12"x6" TEE w/TB 1 - 6" GV (NW) CONNECT TO EXISTING STORM AREA INLET AREA INLET EXISTING 6' SIDEWALK G R E A T W E S T E R N R A I L R O A D PROPOS E D 8 ' S I D E W A L K SUBDRAIN ADJUST EXISTING SAN SEWER MH RIM SOUTH RAIN GARDEN SEE SHEET RG1 2" WATER SERVICE 2" WATER METER & CURB STOP 6" FIRE SERVICE 4" SANITARY SEWER SERVICE PROPOSED FUELING STATION EXISTING 12" WATER LINE EXISTING 36" PVC SAN SEWER EXISTING 36" CLAY SAN SEWER EXISTING GAS LINE EXISTING UNDERGROUND ELECTRIC LINE EXISTING 36" x 96" STORM DRAIN EXISTING 24" RCP OUTFALL PIPE EXISTING 24" RCP POND OUTFALL EXISTING POND OUTLET STRUCTURE EXISTING FIRE HYDRANT EXISTING POND OUTLET STRUCTURE EXISTING SUBDRAIN EXISTING 36" x 96" STORM DRAIN DRIANAGE EASEMENT CLEAN OUT CLEAN OUT CLEAN OUT CLEAN OUT CONCRETE WEIR CONCRETE WEIR SLOPE PROTECTION (SCOUR-STOP) 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT CONNECT TO EXISTING 36" SANITARY SEWER EXISTING WETLAND BOUNDARY APPROXIMATE TOP OF DITCH BANK 10' PROPOSED DRAINAGE EASEMENT 10' PROPOSED DRAINAGE EASEMENT SLOPE PROTECTION (SCOUR-STOP) 100' SETBACK FROM TOP OUTSIDE OF CANAL "NATURAL HABITAT BUFFER ZONE" (SEE NOTE 11) SOLIDS INTERCEPTOR CONNECT 2" WATER SERVICE TO EXISTING MAIN PROPOSED STREET LIGHT (TYP.) POND OUTFALL SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 CONNECT 1" NON-POT WATER SERVICE TO EXISTING MAIN 1" WATER METER & CURB STOP w/ BACK FLOW DEVICE RIPRAP 7' CURB CUT w/ GROUTED RIPRAP RUNDOWN & FOREBAY 10' CURB CUT w/ GROUTED RIPRAP RUNDOWN & FOREBAY SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 U1 PLANUTILITY5 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER THE CITY OF FORT COLLINS UTILITY STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. NATURAL HABITAT BUFFER ZONE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SS 36" SS 36" SS 36" SS 36" SS 36" SS SSSSSSSSSSSSSSSSSSSSSSSD SD SD SD SD SD SD SD SD SSSSSSSSSSSSSSSSSSSSSD SD WWWWWWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / /XXXX X XXXXXXTFTF EM/ / / / / / / // / / / / / / // / / / / / / /UDUDU D U D U D ENVIRONMENTAL DRIVE PROPOS E D 8 ' S I D E W A L K SOUTH RAIN GARDEN SEE SHEET RG1 20' EMERGENCY ACCESS EASEMENT PROPOSED STREET LIGHT (TYP.) INLET A2 STA 12+10.35 N: 118468.00 E: 209873.75 INLET A3 STA 12+82.57 N: 118481.55 E: 209802.81 INLET A1 STA 11+33.78 N: 118463.48 E: 209950.18 FES A STA 10+00.00 N: 118479.95 E: 210082.95 133.78 LF 12" H D P E @ 0 . 3 2 % 76.56 LF 12" HDPE @ 0.32% 72.23 LF 1 2 " H D P E @ 0 . 3 2 % RIPRAP 4865 4870 4875 4880 4885 4890 4895 4900 4905 4865 4870 4875 4880 4885 4890 4895 4900 4905 9+5010+0011+0012+0013+0013+25 INLET A2STA 12+10.35FL. EL 4886.0±INV. IN 4882.88 (W)INV. OUT 4882.78 (E)76.56 LF 12" HDPE @ 0.32%INLET A1STA 11+33.78FL. EL 4884.7±INV. IN 4882.53 (W)INV. OUT 4882.43 (E)133.78 LF 12" HDPE @ 0.32%FES ASTA 10+00.00INV. 4882.00 (W)72.23 LF 12" HDPE @ 0.32%INLET A3STA 12+82.57FL. EL 4885.3±INV. OUT 4883.11 (E)EXISTING GROUND PROPOSED GROUND 36" PVC SANITARY STA.=10+60.50 INV.=4873.93 12" PVC WATER STA.=10+75.55 TOP=4881.00 36" CLAY SANITARY STA.=10+95.98 INV.=4875.57 100-YR HGL 18" MIN 4865 4870 4875 4880 4885 4890 4895 4900 4905 4865 4870 4875 4880 4885 4890 4895 4900 4905 9+5010+0011+00 EXISTING GROUND PROPOSED GROUND HW-B2STA 10+32.15INV. 4877.80 (NE)32.15 LF 12" HDPE @ 1.00%IT-B1STA 10+00.00INV. 4877.15 (NW)INV. 4877.48 (SW)INV. 4877.15 (SE)S X XSSSSSSSSSS SD SD SD SD SD SD SDSSSSWWWWWUDUDUD U D 100' ROW GREAT WESTERN RAIL ROAD PROPOSED POND EXISTING 36" x 96" STORM DRAIN DRIANAGE EASEMENT EXISTING WETLAND BOUNDARY 10' PROPOSED DRAINAGE EASEMENT 32.15 LF 12" HDPE @ 1.00% HW-B2 STA 10+32.15 N: 118550.40 E: 210153.46 IT-B1 STA 10+00.00 N: 118574.52 E: 210174.72 SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 ST1 PLAN & PROFILESTORM DRAIN A & POND OUTFALL6 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 PROFILE SCALE: STORM DRAIN A PROFILE SCALE: POND OUTFALL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY INLET SCHEDULE: STRUCTURE SCHEDULE, STORM DRAIN A STRUCTURE ID DESCRIPTION FES-A 12" HDPE FLARED-END INLET A1 12" DRAIN BASIN W/H-20 STANDARD GRATE INLET A2 12" DRAIN BASIN W/H-20 STANDARD GRATE INLET A3 12" DRAIN BASIN W/H-20 STANDARD GRATE STRUCTURE SCHEDULE, OUTFALL B STRUCTURE ID DESCRIPTION IT-B1 INSERTA TEE FOR 12” INTO 5'W x4'H EXISTING CONCRETE BOX HW-B2 CONCRETE HEADWALL & ORIFICE PLATE SS S 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS 36" SS ENVIRONMENTAL DRIVEUDUDUD U D U D U D EEEEX X SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD/ / / / / / / // / / / / / / / E E E E E E E E E E G G G G G G G G G G GXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / /XXXXXXXXXXX X X X X X X X X X X X X XXXXXXTFTF EM/ / / / / / / // / / / / / / // / / / / / / /60' ROW15' PUBLIC ACCESS EASEMENT 100' ROW GREAT WESTERN RAIL ROAD OWNER SIDE HILL RESIDENTIAL ASSOCIATION 20' UTILITY EASEMENT 10' WATER LINE EASEMENT 15' SANITARY SEWER EASEMENT OWNER AGGREGATE INDUSTRIES-WCR INC AREA DRAIN 0. 5 %2.1%2.1% 1.5%2.4%3.2% 2.2%0.9% 1.2 % 2.0% 2.7%3.0%4:14:14:1 5. 0%2.8% 2.1 % 2. 2 % 2.1 % 2.3%2.5%1.0% PROPOSED BUILDING POND OUTFALL PROPOSED POND2.1%1.9%2.0%PROPOSED RAIN GARDEN PROPOSED FUELING STATION PROPOSED ADA ACCESS RAMP PROPOSED ADA ACCESS RAMP EXISTING 6' SIDEWALK G R E A T W E S T E R N R A I L R O A D 85.9986.41 86.15 86.60 87.4585.82 85.78 85.6885.1884.178 4 . 0 584.8686.3287.6387.738 7 . 5 7 86.5685.9783.90 84.67 (85.17)(85.22) 87.79 87.9089.02 87.77 86.8285.35 88.65 7.3%9.8%5.1%5.4%5.8% 85.90 87.32 83.44(83.69) 4:1 Horizontal 83.0082.8583.0083.19 7' CURB CUT w/ GROUTED RIPRAP RUNDOWN & FOREBAY 83. 1 00.5%77. 9 2 84.37 83.46 85.31 85.95 86. 8 3 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT 2.2%2.4%AREA DRAIN EXISTING WETLAND BOUNDARY APPROXIMATE TOP OF DITCH BANK 10' PROPOSED DRAINAGE EASEMENT 10' PROPOSED DRAINAGE EASEMENT FFE=88.00 2.0%2.1%SLOPE PROTECTION (SCOUR-STOP) SLOPE PROTECTION (SCOUR-STOP) 86.35 84. 7 1 82. 0 0 82. 0 0 83. 0 0 82. 0 0 5.1%6.1%42.4%3.9%3.6%5.1%100' SETBACK FROM TOP OUTSIDE OF CANAL "NATURAL HABITAT BUFFER ZONE" (SEE NOTE 7) 86.06 85.24 2.1 % 2.1 % 2.5% 2.8% 85.4386.17 86.11 87.83 86.2286.4586.41 1.1% 8 7 . 4 5 86.73 86.5987.0886.46 8 6 . 7 3 85.8385.9786.0085.9284.9584.8384.6584.59(83 . 9 1 )(83.89) 84.6584.5387.03 2.7 % 2.7%2.5%85.69 86.00 88.25 8 7 . 5 0 87.2986.6886.00 85.6185.8085.1385.16 1.6% 1.6%0.8%1.8%2.0%0.5%1.8% 2.0% 1.1 %1.2%(88 . 2 2 ) (88 . 2 0 ) (88 . 2 7 ) (88 . 3 7 )(86.72)(86 . 7 6 ) POND OUTFALL SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 OVERFLOW WEIR 82.67 82.67 83.00 83.00 83.00 82.85 82.8584.9084.5084.50 84.90 OVERFLOW WEIR OVERFLOW WEIR 10' CURB CUT w/ GROUTED RIPRAP RUNDOWN & FOREBAY PROPOSED RAIN GARDEN 78.8679.79SLOPE PROTECTION (SCOUR-STOP) RIPRAP SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 G1 PLANGRADING7 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; CITY OF FORT COLLINS NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THIS PROPERTY IS LOCATED IN THE FEMA_REGULATED, 500_YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 6.ESSENTIAL SERVICES CRITICAL FACILITIES AND AT_RISK POPULATION CRITICAL FACILITIES ARE PROHIBITED IN THE 500_YEAR FLOODPLAIN. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK NATURAL HABITAT BUFFER ZONE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWW/ / / / / / / // / / / / / / / / / / / / / / /XXXX/ / / / / / / // / / / / / / / / / / / / / / // / / / / / / /U D U D U D U D U D U D U D U D U D U D U D 20' UTILITY EASEMENT 10' WATER LINE EASEMENT 15' SANITARY SEWER EASEMENT NORTH RAIN GARDEN SUBDRAIN EXISTING 12" WATER LINE EXISTING 36" PVC SAN SEWER EXISTING 36" CLAY SAN SEWER CLEAN OUT NORTH RG 1 INV. IN=4881.17 (NW) INV. OUT=4880.97 (SE) RIM=4884.25 CLEAN OUT NORTH RG 2 INV. OUT=4881.44 (SE) RIM=4884.25 HEADWALL (N) STA 10+00.00 N: 118597.31 E: 210081.17 61 . 6 6 L F 6 " H D P E @ 1 . 9 5 % 53 . 0 2 L F 6 " P E R F O R A T E D H D P E @ 0 . 5 0 % CONCRETE WEIR SEE SHEET DR1 83.5083.5084.2584.258 4 . 5 0 8 4 . 5 0 8 4 . 5 084.5084.508 4 . 5 0 83.50 83.5083.5083.5083.5083.508 4 . 5 0 8 4 . 5 1 82.6381.727 9 . 5 383.7684.4183.6284.7285.3184.7383.5083.5084.5025.0%25.0%25.0%25.0 % 25. 3 % 3.2 % 5.3% 7.6% 3. 5 %12.4%9.5% 23.4%25.0% 2.8% 1. 7 %8.8%12.0 % 12.7% 2.8% 2.3% 1.4% GROUTED RIPRAP RUNDOWN FOREBAY SSSSSSSSSSSSW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDUDUD UD UD SUBDRAIN PROPOSED POND SOUTH RAIN GARDEN 7' CURB OPENING STORM OUTFALL B SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 CLEAN OUT SOUTH RG 1 INV. IN=4879.53 (S) INV. OUT=4879.33 (E) RIM=4882.75 CLEAN OUT SOUTH RG 2 INV. OUT=4879.94 (N) RIM=4882.7682.73 LF 6" PERFORATED HDPE @ 0.50%30.41 LF 6" HDPE @ 1.60% HEADWALL (S) STA 10+00.00 N: 118555.53 E: 210116.68 23.9% 23.8% 25.6% 0.0% 0.0% 0.0%25.0% 25.0% 25.0% 2 5 .4%25.6%9.5 % 13.1% 10.9% 13.7%25.0%2.8%2.8%2.8%82.0282.0082.0282.0082.0082.0082.0082.0082.0082.7582.7678.8478.4578.2478.357 8 . 8 678.718 3 . 0 082.8082.808 2 . 8 1 8 3 . 0 0 8 3 . 0 0 (3.3%)(4.2%)CONCRETE WEIR SEE SHEET DR1 FOREBAY RIPRAP GROUTED RIPRAP RUNDOWN SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 RG1 DETAILSRAIN GARDEN8 NORTH ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA 12" BIO-RETENTION SAND MEDIA 6" PERFORATED HDPE UNDERDRAIN NOTES: 1.REFER TO THE BIORETENTION SAND MEDIA SPECIFICATIONS FOR MORE INFORMATION ON THE SOIL MIX. 2.BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH CYCLE OR APPROVED EQUAL. 3.THE SOIL SECTION AS SHOWN ON THIS DETAIL SHALL BE PLACED IN ALL RAIN GARDEN LOCATIONS. MIN. 10" GRAVEL LAYER MEETING CDOT #4 COARSE AGGREGATE SPECIFICATION. 6" PEA GRAVEL TYPICAL RAIN GARDEN SECTION REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA BIO-RETENTION SAND MEDIA 6" PERFORATED HDPE UNDERDRAIN GRAVEL LAYER PEA GRAVEL BIORETENTION SOIL LAYERING (RAIN GARDEN) CDOT CLASS B GEOTEXTILE SEPARATOR FABRIC (TYPICAL SIDES) PART 1 - GENERAL A.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B.BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C.Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1.P-Index of less than 30 2.pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3.Cation Exchange Capacity (CEC) greater than 10 4.Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5.BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A.Sand 1.BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B.Shredded Paper 1.BSM shall consist of 5-10% shredded paper by volume. 2.Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3.Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C.Topsoil 1.BSM shall consist of 5-10% topsoil by volume. 2.Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. 3.Onsite, native material shall not be used as topsoil. 4.Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5.Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6.Contractor shall certify that topsoil meets these specifications. D.Leaf Compost 1.BSM shall consist of 10-20% leaf compost by volume. 2.Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. 3.The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. 4.Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. 5.Compost material shall also meet the following criteria: a.100 percent of the material shall pass through a 1/2 inch screen b.PH of the material shall be between 6.0 and 8.4 c.Moisture content shall be between 35 and 50 percent d.Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e.Maturity indicator expressed as Carbon to Nitrogen ration < 12 f.Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g.Minimum organic matter shall be 40 percent dry weight basis h.Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i.Phosphorus content shall be no greater than 325 parts per million j.Heavy metals (trace) shall not exceed 0.5 parts per million k.Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l.Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A.General 1.Refer to project specifications for excavation requirements. B.Placement Method 1.BSM material shall be spread evenly in horizontal layers. 2.Thickness of loose material in each layer shall not exceed 9-inches. 3.Compaction of BSM material is not required. 4 1 4 1 SUBDRAIN CLEANOUT102 100 101 NORTH RAIN GARDEN SOUTH RAIN GARDEN EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY PROPOSED SPOT ELEVATION PROPOSED SLOPES 2.0% (47.45 ) EXISTING SPOT ELEVATION 33.43 NATURAL HABITAT BUFFER ZONE BIORETENTION SAND MEDIA SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 D1 CONSTRUCTION DETAILS9 104 PAVING SECTIONS (PRIVATE AREAS OUTSIDE ROW) 102 SIDEWALK DETAIL 103 WATER MAIN BEDDING REQUIREMENTSVAN-ACCESSIBLEPARKINGMIN.MIN.ONE IN EVERYEIGHT ACCESSIBLESPACES, BUT NOTLESS THAN ONE,SHALL BE VANACCESSIBLE.ONE SIGNPER SPACEREQUIREDREQUIREDPER SPACEONE SIGNREQUIREDPER SPACEONE SIGNCAR ACCESSIBLEVAN ACCESSIBLE"UNIVERSAL DESIGN"CAR & VAN ACCESSIBLEORA "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.THIS DESIGN IS USED TO ACCOMMODATE CAR & VANACCESSIBLE PARKING SPACES, WHICH ELIMINATES THENEED FOR TWO SIGN TYPES.8'5'8'8'8'8'11'5'11'11'5'RESERVEDRESERVEDPARKINGRESERVEDPARKINGR7-8R7-8R7-8100 CURB AND GUTTER 101 HANDICAP PARKING REQUIREMENTS ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4"1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 14"/ft Maximum 3"/ft 105 4' CONCRETE PAN NOT TO SCALE18_CURB2.DWG APRIL 12, 2017 6" 18" 12" 5' MIN.2' 6" 18" 12" 18" VERTICAL CURB, GUTTER & WALK - 18" OUTFLOW CURB & GUTTER CONSTRUCTION STANDARD NORTHERN ENGINEERING CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 106 CONCRETE HEADWALL 106 CONCRETE WING WALL FOR OUTLET STRUCTURE SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 D2 CONSTRUCTION DETAILS10 REV C7001-110-042DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 8-10-00DATE AWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 8-10-00 CJA DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTTSALPOLYN DUCTI L E I R ON TSALPOLYNDUCT ILE IRON DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTWHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN 2 INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN 3 VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8"6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 REV E7001-110-189DWG NO.1 OF 1SHEET1:20SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 03-29-06DATE EBCDRAWN BY 03-11-16 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" 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 IRON FRAME & GRATE TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - 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 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR 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 BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ® ©2013 NYLOPLAST DUCTI LE I RO N -DO NOTPOLLUT DR A INSTOWA TERWAYSENY LOPLA STDUCTI LEI R ON-DONOT P OLLUT DR AINSTOWATE RWAYS ENYLOPLAST DUCTI LEI RO N-DONOT P OLLUT DR AI NSTOWATE RWAYS ENYLOPLAST TYPICAL JUNCTIONS AREA DRAIN GRATE ELEVATION FINISHED GRADE GRATE ELEVATION NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED. PLAN VIEW INLINE JUNCTION - PROFILE 204 AREA DRAIN BASIN DETAILS REV B7001-110-206DWG NO.1 OF 1SHEET1:8SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN DOME GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 3-6-06DATE EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3-6-06 CJA 8" DOME: PART #7001-110-197 10" DOME: PART #7001-110-201 12" DOME: PART #7001-110-206 15" DOME: PART #7001-110-211 QUALITY: MATERIAL SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-229 DUCTILE IRONDUCTILEIRON- D O N OT P O L L U T D R A IN STOWATERWAYSENYLOPLAST2.47 5.00 .93 200 BASIN TYPICAL INSTALLATION OPTIONS 201 12 IN BASIN QUICK SPEC INSTALLATION DETAIL 205 BASIN TYPICAL INSTALLATION OPTIONS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 203 INSERT-A-TEE FRO POND OUTLET STRUCTURE 206 CURB OPENING 210 ORIFICE PLATE (CONCRETE OUTLET STRUCTURE) ORIFICE OPENING (4.79" Ø, POND OUTLET) PLATE CENTERED OVER PIPE OPENING IN WALL 12" Ø HOLES FOR 3 8" Ø EXPANSION BOLTS EMBEDDING 2" INTO CONCRETE WALL @ 6" O.C. MIN. 516" THICK GALVANIZED STEEL PLATE D D+4" D+4" ORIFICE INVERT SHALL MATCH PIPE INVERT 12" HDPED RIPRAP SCHEDULE208 Riprap Schedule Location Riprap Type Riprap Length (ft) Riprap Width (ft) Riprap Depth (ft) Storm Line A Type L 3.0 3.0 1.5 4: 1 M A X FOREBAY BOTTOM 2' A A CROSS SECTION A - A FINISHED GRADE FINISHED GRADE FOREBAY TOP 6' STORM DRAIN OR RIPRAP RUNDOWN STORM SEWER OR RIPRAP RUNDOWN FOREBAY TOP 6' FOREBAY BOTTOM 2' FINISHED GRADE 4:1 MAX 6" DEPTH OF GROUT LAYER WHICH IS EQUIVALENT TO Dg = Dr = SPECIFICATIONS. SEE TABLE BELOW AND SHEET. SIZE. SEE TABLE THIS THE MINIMUM BOULDER DEPTH OF ROCK LAYER GROUTED RIPRAP NOTES: 1.FINAL PLACEMENT OF BOULDERS TO BE APPROVED BY THE DESIGN ENGINEER PRIOR TO GROUTING. 2.BEFORE GROUTING, CLEAN ALL DIRT AND MATERIALS FROM ROCK THAT COULD PREVENT THE GROUT FROM BONDING TO ROCK. 3.PLACE GROUT BY INJECTION METHODS AND USE A PENCIL VIBRATOR TO FILL THE VOIDS TO THE SPECIFIED GROUT DEPTH. CLEAN EXCESS GROUT FROM ALL EXPOSED SURFACES. THE DESIGN ENGINEER SHALL OBSERVE THE ENTIRE GROUTING PROCESS. 4.THE CONTRACTOR SHALL CONTROL GROUT MIX AND PLACEMENT PROCEDURES TO ACHIEVE THE SPECIFIED THICKNESS AND GRADE OF THE GROUT LAYER. SECTION 209 GROUTED RIPRAP RUNDOWN207FOREBAY DETAIL SS S X X SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD/ / / / / / / // / / / / / / /XXXXXXXXXXXXXXUDUDUD U D U D U D ENVIRONMENTAL AVENUE OWNER AGGREGATE INDUSTRIES-WCR INC PROPOSED BUILDING PROPOSED POND/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / /XXXXXXXXXXX X X X X X X X X X X X X XXXXXXTFTF EM/ / / / / / / // / / / / / / // / / / / / / /SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S FSFSFSFSFSFSFG R E A T W E S T E R N R A I L R O A D AREA DRAIN UNDER DRAIN POND OUTFALL PROPOSED FUELING STATION 60' ROWAREA DRAIN AREA DRAIN 7' CURB CUT SLOPE PROTECTION (SCOUR-STOP) SLOPE PROTECTION (SCOUR-STOP) 10' CURB CUT GROUTED RIPRAP RUNDOWN w/FOREBAY GROUTED RIPRAP RUNDOWN w/FOREBAY SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 EC1 PLANEROSION CONTROL11 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY BENCHMARK/BASIS OF BEARING: PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 2-94 EAST DRAKE AND ZIEGLER RD., APPROX. 110 FEET EAST OF SOUTH ENTRANCE TO WATER TREATMENT PLANT #2, ON TOP OF THE SECTION CORNER MONUMENT DATED 1989 IN RANGE BOX ELEVATION = 4881.56 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19' BASIS OF BEARINGS ASSUMING THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 7 NORTH, RANGE 68 WEST, AS BEARING SOUTH 88°42'05" EAST AS SHOWN ON THE PLAT. SILT FENCE ROCK SOCK RIPRAP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE FINAL DRAINAGE AND EROSION CONTROL REPORT FOR EAST PARK DISTRICT, DATED APRIL 5TH, 2021 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA LEGEND: INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R WATTLE TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: EAST PARK DISTRICT MAINTENANCE FACILITY CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) Structural "Installation" Flow Barriers (Bales, Wattles, etc.) (RS) UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Concrete Washout Area (CWA) * All Temporary BMPs to be Removed once Construction is Complete Vehicle Tracking Pad * (VTC) Construction Fence (CF) 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 12.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT RAIN GARDENS AND MODIFIED RAIN GARDEN FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE. 17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 20.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. EROSION CONTROL NOTES: SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 EC2 DETAILSEROSION CONTROL12 VTC ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2"100 1-1/2"90-100 1"20-55 3/4"0-15 3/8"0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS 001 CONCRETE WASHOUT AREA 002 ROCK SOCK 003 VEHICLE TRACKING PAD 004 SILT FENCE SF CWA 005 CURB INLET PROTECTION IP POSTS PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. SILT FENCE JOINTS DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. INSTALLATION NOTES: 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. 2. 3. 4" MIN. 4" MIN. 1 12" x 1 12" WOODEN FENCE POSTS SF 007 DROP INLET WATTLE FILTER WITH NO GAPS (TYP.) TIGHTLY ABUTTING ENTRENCH 3"FLOWFLOWNOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (8" MIN. DIAMETER) IP 006 SWALE WATTLE DIKE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ENVIRONMENTAL DRIVEUDUDUD U D U D U D EEEEX X SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD/ / / / / / / // / / / / / / /XXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / /XXXXXXXXXXX X X X X X X X X X X X X XXXXXXTFTF EM/ / / / / / / // / / / / / / // / / / / / / /60' ROW100' ROW GREAT WESTERN RAIL ROAD EXISTING DETENTION POND 215 DETENTION POND: DETENTION VOLUME = 0.59 AC-FT MAXIMUM RELEASE RATE, 2-Yr. HISTORIC = 1.41 CFS. G R E A T W E S T E R N R A I L R O A D OWNER SIDE HILL RESIDENTIAL ASSOCIATION OWNER AGGEREGATE INDUSTRIES-WCR INC OS2 2d 1 OS1 FFE=88.00 OVERFLOW WEIR PROPOSED AREA DRAIN EXISTING 36"x96" STORM DRAIN CONNECT TO EXISTING STORM PROPOSED OUTLET STRUCTURE PROPOSED CONCRETE PAN PROPOSED POND OUTLET NORTH RAIN GARDEN DRAINAGE EASEMENT PROPOSED AREA DRAIN PROPOSED AREA DRAIN EXISTING WETLAND BOUNDARY APPROXIMATE TOP OF DITCH BANK 10' PROPOSED DRAINAGE EASEMENT 10' PROPOSED DRAINAGE EASEMENT 3 4 PROPERTY BOUNDARY SLOPE PROTECTION (SCOUR-STOP) SLOPE PROTECTION (SCOUR-STOP) OVERFLOW WEIR OVERFLOW WEIR 1 4 OS1 OS2 2d 3 2a 2b 2c 2e SOUTH RAIN GARDEN: DESIGN WATER QUALITY CAPTURE VOLUME =711 cu ft PROVIDED WATER QUALITY CAPTURE VOLUME =1,570 cu ft NORTH RAIN GARDEN: DESIGN WATER QUALITY CAPTURE VOLUME =1,421 cu ft PROVIDED WATER QUALITY CAPTURE VOLUME =1,692 cu ft 2a 2b 2c 2e 7' CURB CUT 10' CURB CUT GROUTED RIPRAP RUNDOWN w/FOREBAY GROUTED RIPRAP RUNDOWN w/FOREBAY SLOPE PROTECTION (SCOUR-STOP) SheetEAST PARK DISTRICT MAINTENANCE FACILITYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 DR1 FINAL DRAINAGE EXHIBIT13 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 NOTES: 1.REFER TO THE FINAL DRAINAGE AND EROSION CONTROL REPORT FOR EAST PARK DISTRICT, DATED APRIL 5TH, 2021 FOR ADDITIONAL INFORMATION. 2.THIS PROPERTY IS LOCATED IN THE FEMA_REGULATED, 500_YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 3.ESSENTIAL SERVICES CRITICAL FACILITIES AND AT_RISK POPULATION CRITICAL FACILITIES ARE PROHIBITED IN THE 500_YEAR FLOODPLAIN. LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET ADESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 B2 1.45 ac BASIN DESIGNATION BASIN AREA (AC) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EMERGENCY OVERFLOW WEIRS POND ID WEIR CREST LENGTH (L) WEIR CREST ELEVATION TOP OF BERM ELEVATION FLOW DEPTH (D) Q100 (CFS) DETENTION 45.0 4882.67 4883.00 0.33 26.5 NORTH RAIN GARDEN 20.0 4884.30 4884.70 0.40 16.3 SOUTH RAIN GARDEN 49.0 4882.85 4883.00 0.15 4.6 OVERFLOW WEIR 2' TOP OF WEIR WEIR CREST ELEV. 2'2'L2' 2-#5 BARS 1 4 (SEE NOTE) 8" MINIMUM THICKNESS 2-#5 BARS 1 4 3" CLR3" CLRNOTE: TRENCH FOR WEIR OUTLET STRUCTURE USING NATIVE GROUND AS FORM WORK. CONSTRUCT WEIR 8" MINIMUM THICKNESS. UPON COMPLETION OF TRENCHING, PLACE TEMPERATURE STEEL AND CONCRETE IMMEDIATELY. FORM TOP 4". TOP OF BERM/EMBANKMENT 30" MIN. DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) Historic Basins: H1 H1 0.99 0.25 0.31 14.0 13.1 0.47 2.14 H2 H2 2.61 0.25 0.31 24.7 23.0 0.94 4.25 Developed Basins: 1 1 1.78 0.74 0.92 5.0 5.0 3.73 16.30 2a 2a 0.29 0.41 0.51 8.4 7.9 0.29 1.28 2b 2b 0.04 0.56 0.70 5.0 5.0 0.06 0.27 2c 2c 0.17 0.36 0.45 7.1 6.6 0.16 0.70 2d 2d 0.49 0.75 0.94 5.0 5.0 1.06 4.63 2e 2e 0.57 0.27 0.33 7.8 7.3 0.37 1.66 3 3 0.20 0.25 0.31 5.0 5.0 0.14 0.61 4 4 0.09 0.28 0.35 5.0 5.0 0.07 0.31 OS1 OS1 0.09 0.62 0.78 5.0 5.0 0.16 0.72 OS2 OS2 0.11 0.44 0.55 5.0 5.0 0.14 0.63