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HomeMy WebLinkAboutTHE LANDING AT LEMAY MULTIFAMILY AND MIXED-USE - FDP230020 - SUBMITTAL DOCUMENTS - ROUND 5 - Utility PlansLE M A Y A V E N U E D U F F D R I V E LI N K L A N E MULBERRY STREET VINE DRIVE CO R D O V A R O A D LINCOLN AVENUE Lane Bike (min.) Walk 84' ROW (min.) 52' Roadway 7' Walk (min.) (min.) Pkwy. 10' Pkwy. 6' (min.) 10' Util. Esmt. 15' Esmt. Util. 15' Center 10' Travel 11' Travel 11' 3' Lane Bike 7'3' Bike Lane Buffer 6' Bike Lane Buffer 2-LANE ARTERIAL (CORDOVA ROAD) SHEET INDEXPROJECT INFORMATION N S EW FINAL UTILITY PLANS FOR THE LANDING AT LEMAY A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO VICINITY MAP SCALE: 1" = 1000' OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T Original Field Survery: Nothern Engineering Project No. 1791-003 Date: July 7, 2022 Additional Field Survey: Northern Engineering Project No. 1791-003 Date: November 4, 2022 PLANNER/LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR Kumar and Associates, Inc. Geotechnical Engineering Study and Pavement Thickness Design Proposed Watermark Apartments at Lemay Fort Collins, Colorado Project No. 22-3-168 Date: July 29, 2022 * This list is provided as a courtesy reference only. Avant Civil Group 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. Ripley Design, Inc. Russ Lee, PLA 419 Canyon Avenue, Suite 200 Fort Collins, CO. 80521 (970) 224-5828 Thompson Thrift Residential 111 Monument Circle, Suite 1500 Indianapolis, IN. 46204 (800) 687-0012 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. 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: CERTIFICATION STATEMENT: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R City of Fort Collins, CO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER,APPROVED SHEETS DATE APPROVED: WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE APPROVED: STORMWATER UTILITY,APPROVED SHEETS DATE APPROVED: PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE APPROVED: TRAFFIC OPERATIONS,APPROVED SHEETS DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE Project Datum: NAVD88 Benchmark 12-07: South side of Vine Dr. on the south headwall of the bridge over Dry Creek basin 0.4 miles east of North Lemay Ave. Elevation: 4947.86 Benchmark 8-02: On the southeast corner of the intersection of Lemay Avenue and Mulberry Street, in the curb, on the southeast side of a triangular island that contains the traffic signal. Elevation: 4939.27 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 - 3.18'. Basis of Bearings The Basis of Bearings is the North line of Section 7-T7N-R68W as bearing North 88° 53' 46" East. The Northwest and Northeast Corners of said section being #6 rebar with 3 1 4" aluminum caps, both stamped with PLS 17497. SITE UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT Delich Associates Matt Delich, PE 2272 Glen Haven Drive Loveland, CO 80538-4903 (970) 669-2061 Avant Civil Group, LLC Danny Weber, PE 1337 Riverside Ave, Unit 2 Fort Collins, Colorado 80524 (970)305-3534 UTILITY CONTACT LIST SERVICE COMPANY CONTACT PHONE GAS ELECTRIC CABLE CONNEXION TELECOM WATER WASTEWATER STORMWATER XCEL ENERGY CITY OF FORT COLLINS LIGHT & POWER COMCAST FORT COLLINS CONNEXION CENTURYLINK EAST LARIMER COUNTY WATER DISTRICT BOXELDER SANITATION DISTRICT CITY OF FORT COLLINS UTILITIES AL ERMER CODY SNOWDON MARCUS PETTY JOHN STARK WILLIAM JOHNSON RANDY SIDDENS BRIAN ZICK WES LAMARQUE (970) 225-7869 (970) 416-5306 (720) 275-0572 (970) 207-7890 (970) 377-6401 (970) 493-2044 (970) 498-0604 (970) 416-2418 PROJECT TEAM PROJECT BENCHMARKS FIELD SURVEY SUBSURFACE EXPLORATION SITE SURVEYOR TYPICAL SECTIONS CO V E R S H E E T 1 N/A N/A C 001 C 001 1 COVER SHEET GENERAL NOTES C 100 2 GENERAL & CONSTRUCTION NOTES C 101 3 GENERAL & CONSTRUCTION NOTES EXISTING CONDITIONS AND DEMOLITION C 200 4 EXISTING CONDITIONS & DEMOLITION PLAN C 201 5 EXISTING CONDITIONS & DEMOLITION PLAN EROSION CONTROL C 300 6 EROSION CONTROL NOTES C 301 7 PRE-CONSTRUCTION EROSION CONTROL PLAN C 302 8 DURING CONSTRUCTION EROSION CONTROL PLAN C 303 9 POST-CONSTRUCTION EROSION CONTROL PLAN C 304 10 EROSION CONTROL DETAILS SITE C 400 11 OVERALL PAVING PLAN C 401 12 PAVING PLAN C 402 13 PAVING PLAN C 403 14 PAVING PLAN C 404 15 PAVING PLAN C 410 16 ADA ROUTING PLAN C 420 17 OVERALL PHASING PLAN C 421 18 EMERGENCY VEHICLE ACCESS PHASING GRADING C 500 19 OVERALL GRADING PLAN C 501 20 GRADING PLAN C 502 21 GRADING PLAN C 503 22 GRADING PLAN C 504 23 GRADING PLAN C 505 24 GRADING PLAN C 506 25 GRADING PLAN C 507 26 GRADING PLAN C 508 27 GRADING PLAN C 509 28 GRADING PLAN C 510 29 SUBGRADE PLAN C 511 30 SUBGRADE PLAN STREETS C 512 31 CORDOVA ROAD PLAN & PROFILE C 513 32 CORDOVA ROAD PLAN & PROFILE C 514 33 CORDOVA ROAD CROSS-SECTIONS C 515 34 CORDOVA ROAD STRIPING PLAN C 516 35 INTERSECTION DETAILS UTILITIES C 600 36 OVERALL UTILITY PLAN C 601 37 UTILITY PLAN C 602 38 UTILITY PLAN C 603 39 UTILITY PLAN C 604 40 UTILITY PLAN C 605 41 DRY UTILITY PLAN C 610 42 SANITARY SEWER A PLAN & PROFILE C 611 43 SANITARY SEWER A PLAN & PROFILE C 612 44 SANITARY SEWER A4, A5, & A7 PLAN & PROFILE C 613 45 SANITARY SEWER B PLAN & PROFILE C 614 46 SANITARY SEWER B, B1, & B3 PLAN & PROFILE C 615 47 SANITARY SEWER B2 & B2-1 PLAN & PROFILE C 620 48 WATER LINE 1 PLAN & PROFILE C 621 49 WATER LINE 1 PLAN & PROFILE C 622 50 WATER LINE 2 PLAN & PROFILE C 623 51 WATER LINE 2 PLAN & PROFILE C 624 52 WATER LINE 3 PLAN & PROFILE C 625 53 WATER LINE 4 PLAN & PROFILE C 630 54 STORM DRAINS 1, 4, 7, & 9 PLAN & PROFILE C 631 55 STORM DRAIN 3 PLAN & PROFILE C 632 56 STORM DRAINS 3-2 & 5-2 PLAN & PROFILE C 633 57 STORM DRAIN 5 PLAN & PROFILE C 634 58 STORM DRAIN 5 - POOL AREA C 635 59 STORM DRAIN 6 & 8 PLAN & PROFILE DRAINAGE C 701 60 DEVELOPED DRAINAGE EXHIBIT DETAILS C 800 61 SANITARY SEWER DETAILS C 801 62 WATERLINE DETAILS C 802 63 WATERLINE DETAILS C 803 64 STORM DRAIN DETAILS C 804 65 STORM DRAIN DETAILS C 805 66 STORM DRAIN DETAILS C 806 67 STORM DRAIN DETAILS C 807 68 STORM DRAIN DETAILS C 808 69 STORM DRAIN DETAILS C 809 70 STREET DETAILS C 810 71 STREET DETAILS C 811 72 PRIVATE SITE DETAILS C 812 73 PRIVATE SITE DETAILS MARCH 2024 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 Report, dated March 6, 2024 by Avant Civil Group 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 Engineering 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 City of Fort Collins 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 City of Fort Collins 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 Benchmark 12-07: South side of Vine Dr. on the south headwall of the bridge over Dry Creek basin 0.4 miles east of North Lemay Ave. Elevation: 4947.86 Benchmark 8-02: On the southeast corner of the intersection of Lemay Avenue and Mulberry Street, in the curb, on the southeast side of a triangular island that contains the traffic signal. Elevation: 4939.27 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 - 3.18'. Basis of Bearings The Basis of Bearings is the North line of Section 7-T7N-R68W as bearing North 88° 53' 46" East. The Northwest and Northeast Corners of said section being #6 rebar with 3 1 4" aluminum caps, both stamped with PLS 17497. 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 City of Fort Collins 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: AERO LANE AND NORTH LINK LANE 48.Approved Variances are listed as follows: 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. 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 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.A Vehicle Tracking Control Pad shall be installed whenever it is necessary for construction equipment including but not limited to personal vehicles exiting existing roadways. No earthen materials, i.e., stone, dirt, etc., shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpile(s), staging area(s), construction material(s), concrete washout area(s) and/or building site(s). 17.For additional information see separate Stormwater Management Plan / Erosion Control Report for The Landing at Lemay. 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 shall be latex 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.Latex paint 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. 16.Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs, or call the City Traffic Division to have them removed. 17.No “Reset” anchors, posts, signs, and/or delineators will be accepted. 18.All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria. 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 Report, dated March 6, 2024 by Avant Civil Group 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. 4.See City of Fort Collins Stormwater Criteria Manual – Appendix F Construction Control Measures Standard Notes and Standard Erosion Control Notes.GE N E R A L & C O N S T R U C T I O N N O T E S 2 N/A N/A C 100 NOTES BY THOMPSON THRIFT CONTRACTOR TO PROVIDE ASBUILTS IN ACCORDANCE WITH THE CITY OF FORT COLLINS REQUIREMENTS FOR UTILITIES, SITE CERTIFICATION, AND LOT CERTIFICATIONS. OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T F. BOXELDER SANITATION DISTRICT GENERAL NOTES 1.Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor. 2.District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record in a three (3) ring binder. 3.Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 4.Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 5.Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 6.Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be required. 7.Other Permits: The Contractor shall be responsible for obtaining all permits required for construction. 8.Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record. 9.Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted. 10.Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation. 11.Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 12.Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications. 13.Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete. 14.Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings. 15.Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 16.Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in 17.Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District. 18.Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance procedure. 19.Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District. 20.Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record. E. EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION Version: 12/2/2021 The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any conflict the full District Specification document shall take precedence over these general notes. 1.Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction. Material or equipment shall be manufactured per the most recent version of applicable industry standards. 2.Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as required notify all affected utility companies prior to commencing construction. Cost of repairs to any utility damaged during District waterline installation shall be the responsibility of the Contractor. 3.Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done and shall be fully responsible for all costs associated with damage to any and all public and private property. 4.Safety: Contractor shall comply with any and all requirements and regulations as set forth by any local, City, County, State or Federal agency having applicable authority. 5.Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main, service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 5-ft from any District water line, service line or appurtenance. The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping. 6.Design Approval and Construction Start: No construction shall begin without prior design acceptance from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 7.Permits: Contractor is responsible for obtaining all permits which may be required. For any permitting where the District must apply for a permit the Contractor shall coordinate, cover the cost and schedule the permit acquisition with the District. 8.Changes During Construction: No verbal authorization for field revision shall be All requests for such field revision shall be made in writing with the proposed change indicated on a copy of the signed design drawings. Any field revision approved and installed shall also be accurately documented on the As-Built Drawings. 9.Materials of Construction: a.Pipe: All water line piping shall be Polyvinyl Chloride (PVC), DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C900-16, "Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fitting, 4-inch through 60-inch, ", or most recent version. b.Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volts, taped to top of pipe and surfaced at each hydrant into a tracer wire box. c.Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint. d.Materials and Installation: All materials installed shall be new and free of manufacturer defects or damage. e.Pipe Fittings: All fittings shall be ductile iron mechanical joint and manufactured in accordance with AWWA Standard C153, 250 psi rating. Fittings shall be furnished with fusion bonded epoxy exterior coating and interior lining. All fitting connections to valves, fire hydrants or other MJ type connections shall use foster adaptor type connectors. f.Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and resilient seat. g.Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504 with mechanical joint, 2" open left operating nut with resilient seat. h.Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut with epoxy coated shoe. i.Pipe, Valve and Fitting Wrap: All ductile iron fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and ends securely taped prior to backfill. All fitting bolts shall be fluoropolymer coated (‘blue bolt’ type) with zinc caps installed. 10.Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established grade equal to 1/4 of pipe diameter (min. 4"). 1-1/2" uniformly graded washed rock shall be used for stabilization where needed. Bedding material shall be placed and compacted under and around sides of the pipe per the pipe manufacturer’s installation recommendations. 11.Backfill: Backfill of acceptable material shall be placed in ‘lifts’ of uniform horizontal layers not to exceed 6-inches of compacted depth per lift. Minimum 18" of compacted backfill above pipe must be in place before rolling mechanical equipment type compaction is to be used. Backfill shall be compacted to 95% of optimum density in roadway areas or per road authority’s requirements, and 90% in fields or non-road locations. Backfill compaction testing frequency shall be at least one test per 100-lineal feet of pipeline length and at varying depths and locations in accordance with the requirements of the applicable road authority or beginning 1.5-feet above top of pipe and at 1-foot increments to grade. 12.Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with foster adaptor type and/or other mechanical joint restraint in accordance with District Specifications or as required per engineer’s design. Thrust blocks shall be used only as required per field conditions and as approved or directed by the District field inspector. 13.Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only. 14.Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or County Engineer's record), the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine. 15.Pipe Cover: Pipe cover of 4-1/2 to 5-1/2 feet over top of pipe shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Maximum allowable cover shall be 6 feet, unless specifically approved by the District. 16.Connection to Existing System: All connections to existing waterlines shall be completed at the developer's expense. 17.Inspection: The District shall have the authority to assign an inspector who shall inspect, check and verify that any and all work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices of the installed facilities is equal to or better than minimum construction requirements as set forth in the District’s Specifications. 18.Testing: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by a State certified water quality control laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District. 19.Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project work is complete, tested and operational such that the infrastructure is ready to be accepted by the District. Documentation required prior to issuance of Preliminary Acceptance includes but is not limited to bacteriological test report, flushing report, hydrotest report, compaction testing reports with map of test locations, statement of water line installation costs, As-built drawings and Record Drawings. Following receipt, review and acceptance by the District of these and other documents as may be required per project specifics, the District will issue Preliminary Acceptance. 20.Project As-Built and Record Drawing Requirements: a.As-Built Drawings are compiled and maintained during construction by the Contractor and identify, in red ink, on-site changes to the original design. As-Built Drawings shall be delivered to the District (electronically in PDF format or otherwise as requested by the District) for acceptance and to the project’s design engineer for creation of Record Drawings. b.Record Drawings are prepared by the project’s design engineer and shall accurately reflect any change made in the field which varies from the accepted construction plans, as noted in the As-Built Drawings, including at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. The Contractor’s surveyor shall survey in all fittings, valves, water service curb stops and other appurtenances so as to accurately document and create a final set of Record Drawings with water line, fitting and appurtenance locations that accurately represents the final, installed infrastructure. The Record Drawings shall be reviewed and accepted by the District prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District in electronic format as Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time of submittal). 21.Warranty: The Owner/Developer shall warrant all work associated with the waterline installation including, but not limited to the materials, installation workmanship and surface restoration for a period of two (2) years from date of Preliminary Acceptance. During this warranty period the Owner/Developer shall repair any defects in the work and maintain the work area. At the close of the two-year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the District. UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 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 GE N E R A L & C O N S T R U C T I O N N O T E S 3 N/A N/A C 101 EAS T V I N E D R I V E BUR L I N G T O N N O R T H E R N R A I L R O A D DRY C R E E K AIRPARK INDUSTRIAL B MB M VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E E E E E E EXISTING ELECTRIC EXISTING TREES TO REMAIN (TYP.) EXISTING STREET LIGHT (TYP.) N O R T H L E M A Y A V E N U E EXISTING FENCE CITY OF FORT COLLINS LOT LINE (TYP.) KEYMAP NOT TO SCALE ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 EXISTING ELECTRIC E G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) 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.LIMITS OF STREET REPAIR ARE APPROXIMATE. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR AT THE TIME THE STREET CUTS ARE MADE. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STANDARDS. 7.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 8.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. EXISTING OVERHEAD UTILITY OHE ORIGINAL FIELD SURVERY: NOTHERN ENGINEERING PROJECT NO. 1791-003 DATE: JULY 7, 2022 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING PROJECT NO. 1791-003 DATE: NOVEMBER 4, 2022 KUMAR AND ASSOCIATES, INC. FORT COLLINS, COLORADO PROJECT NO. 22-3-168 DATE: JULY, 29, 2022 LEGEND FIELD SURVEY NOTES SUBSURFACE EXPLORATION OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 C 201 C 200 EX I S T I N G C O N D I T I O N S & D E M O L I T I O N P L A N 4 1" = 50' N/A C 200 MATCHLINE SEE SHEET - C 201 NO R T H L E M A Y A V E N U E DUFF DRIVE NORTH LIN K L A N E S HYD TEST STAH2O VAUL T ELEC H YD TEST STA A R V H2O V.P. ST HY D W VAUL T ELEC ELEC ELEC S F.O. W VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC X X XX SS SS SS X X X X X 12 " W 12" W E 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W E 8" W W G G E E E G G 12" W EFO 12" W E E E E E E E E E E E E E E E E E E E E E 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24 " W STST ST SS GAS EXISTING TREE TO REMAIN (TYP.) EXISTING TREES TO BE REMOVED (TYP.) EXISTING STRIPING (TYP.) EXISTING 24" WATER (NWCWD) EXISTING STORM DRAIN EXISTING STORM DRAIN EXISTING ELECTRIC EXISTING STREET LIGHT (TYP.) EXISTING 8" WATER (ELCO) EXISTING WATER METER EXISTING MANHOLE TO REMAIN ADJUST RIM ELEVATION EXISTING FIRE HYDRANT TO REMAIN EXISTING GAS LINE EXISTING SANITARY MANHOLE (TYP.) EXISTING 8" SANITARY SEWER (BOXELDER) EXISTING LOT LINE TO BE VACATED EXISTING LOT LINE TO BE VACATED EXISTING LOT LINE TO BE VACATED 76 ' R O W EXISTING 12" WATER (ELCO) PROPOSED SAWCUT EXISTING 30" VERTICAL CURB & GUTTER CO R D O V A RO A D EXISTING 8" SANITARY SEWER (BOXELDER) EX I S T I N G 1 0 ' W A L K EXISTING 5' WALK ±66' LF VERTICAL CURB & GUTTER TO BE REMOVED EXISTING ASPHALT AND CONCRETE TO BE REMOVED BEGIN STRIPING REMOVAL END STRIPING REMOVAL UTILITY TRENCH STREET PATCHUTILITY TRENCH STREET PATCH PROPOSED SAWCUTEXISTING FIRE HYDRANT TO REMAIN EXISTING FENCE TO REMAIN KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 EXISTING ELECTRIC E G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) 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.LIMITS OF STREET REPAIR ARE APPROXIMATE. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR AT THE TIME THE STREET CUTS ARE MADE. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STANDARDS. 7.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 8.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. EXISTING OVERHEAD UTILITY OHE ORIGINAL FIELD SURVERY: NOTHERN ENGINEERING PROJECT NO. 1791-003 DATE: JULY 7, 2022 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING PROJECT NO. 1791-003 DATE: NOVEMBER 4, 2022 KUMAR AND ASSOCIATES, INC. FORT COLLINS, COLORADO PROJECT NO. 22-3-168 DATE: JULY, 29, 2022 LEGEND FIELD SURVEY NOTES SUBSURFACE EXPLORATION C 201 C 200 EX I S T I N G C O N D I T I O N S & D E M O L I T I O N P L A N 5 1" = 50' N/A C 201 MATCHLINE SEE SHEET - C 200 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) GENERAL EROSION CONTROL REQUIREMENTS THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT REQUIREMENT CONTROLLING. 1.THE PROPERTY OWNER, OWNER’S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. 2.THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE APPLICABLE TO THIS PROJECT. 3.THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. 4.THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACT EROSION@FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN RESULT IN FURTHER ENFORCEMENT ACTIONS. 5.THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. 6.AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER TO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 7.ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. 8.AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 9.ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. 10.THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS OF ENGINEERS’ 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 11.THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. 12.THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED BY OTHERS. 13.ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL. 14.THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. 15.AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL. 16.INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND RETAINED BY THE CONTRACTOR. 17.ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGE WAY. 18.ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC. 19.ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL MEASURES’ DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS 20.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 21.PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. 22.ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. 23.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. 24.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. 25.ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 26.ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 27.ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. 28.ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL. 29.ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. 30.NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 31.ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. VEHICLE TRACKING 32.AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES). 33.IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM. 34.CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). 35.IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. LOADING AND UNLOADING OPERATIONS 36.THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY. OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS 37.ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. 38.ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING 39.PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE. SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS 40.THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT 41.ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT. 42.THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR OTHER UNCONTROLLED LOCATIONS. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS 43.DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. CONCRETE SAW CUTTING MATERIALS 44.SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL. WASTE MATERIALS STORAGE AND SANITARY FACILITIES 45.TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. 46.SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS 47.SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE’S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 48.SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. FINAL STABILIZATION AND PROJECT COMPLETION 49.ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FOR LONG TERM MAINTENANCE OF THOSE FACILITY. 50.ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 51.ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS AND PER CITY OF FORT COLLINS STANDARDS WITHIN 14 WORKING DAYS OF FINAL GRADING. 52.SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. 53.ALL SEEDING SHALL REFER TO LANDSCAPING PLANS OR THE EROSION CONTROL PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS. 54.ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. 55.ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) HOURS AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOESNOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 56.THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 57.THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. 58.THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. 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 ER O S I O N C O N T R O L N O T E S 6 N/A N/A C 300 NO R T H L E M A Y A V E N U E DUFF DRIVE NORTH LIN K L A N E EX I S T I N G 1 0 ' W A L K SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF S HYD TEST STAH2O VAUL T ELEC H Y D TEST STA A R V H2O V.P. ST HYD W VAUL T ELEC ELEC ELEC S F.O. W VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC X X XX SS SS SS X X X X X 12 " W 12" W E 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W E 8" W W G G E E E G G 12" W EFO 12" W E E E E E E E E E E E E E E E E E E E E 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24 " W STST ST SS SS GAS ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: THE LANDING AT LEMAY CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Straw Wattles * Inlet Protection * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Concrete Washout Area* Rock Socks * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T PR E - C O N S T R U C T I O N E R O S I O N C O N T R O L P L A N 7 1" = 50' N/A C 301 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROJECT DATUM: NAVD88 BENCHMARK 12-07: SOUTH SIDE OF VINE DR. ON THE SOUTH HEADWALL OF THE BRIDGE OVER DRY CREEK BASIN 0.4 MILES EAST OF NORTH LEMAY AVE. ELEVATION: 4947.86 BENCHMARK 8-02: ON THE SOUTHEAST CORNER OF THE INTERSECTION OF LEMAY AVENUE AND MULBERRY STREET, IN THE CURB, ON THE SOUTHEAST SIDE OF A TRIANGULAR ISLAND THAT CONTAINS THE TRAFFIC SIGNAL. ELEVATION: 4939.27 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 - 3.18'. SILT FENCE ROCK SOCK TURF REINFORCEMENT MAT (SCOUR STOP) 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.TOTAL DISTURBED AREA OF CONSTRUCTION = 19.65 AC. 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.REFER TO THE FINAL DRAINAGE REPORT, DATED MARCH 6, 2024 BY AVANT CIVIL GROUP FOR ADDITIONAL INFORMATION. 6.REFER TO THE FINAL SWMP REPORT DATED NOVEMBER 15, 2023 FOR FURTHER DETAILS AND EROSION CONTROL BEST PRACTICES 7.CONTRACTOR TO PROVIDE TEMPORARY SEEDING ON PHASES 2, 3, & 4 FOR ANY DISTURBED AREAS THAT REMAIN IDLE FOR MORE THAN 30 DAYS. WATTLE DIKE CONCRETE WASH AREA EC BLANKET (SLOPE STABILIZATION) OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF LEGEND PROJECT BENCHMARKS NOTES STABILIZED STAGING AREA 100'x200' LAYDOWN AREA (FINAL LAYDOWN AREA LOCATION TO BE DETERMINED AT TIME OF MOBILIZATION) UD UD UD UD UD UDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD / / / / / / / / / / / / / / / / NO R T H L E M A Y A V E N U E DUFF DRIVE NORTH LIN K L A N E EX I S T I N G 1 0 ' W A L K SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF 1. 0 % 0. 1 % 0. 5 % 0. 5 % 0.6%0.5%0.6%0.6% 0.6% 0.6% 0.3% 0.6% 0. 6 % 0. 4 % 0. 4 % 0. 4 % 0. 6 % 0. 6 % 0.6% 0.6% 0. 6 % 1.0% 1. 6 % 0. 6 % 0.5%0.5% 0.0%0.0% 0. 5 % 0. 5 % 0.5% 0. 6 % 0.2% 0. 6 % 0. 6 % 0.6% 0.4% 0.4% 0.7% S HYD TEST STAH2O VAUL T ELEC H Y D TEST STA A R V H2O V.P. ST HYD W VAUL T ELEC ELEC ELEC S F.O. W VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC X X XX SS SS SS X X X X X 12 " W 12" W E 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W E 8" W W G G E E E G G 12" W EFO 12" W E E E E E E E E E E E E E E E E E E E E 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24 " W STST ST SS SS GAS 0. 4 % 0. 1 % OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: THE LANDING AT LEMAY CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Straw Wattles * Inlet Protection * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Concrete Washout Area* Rock Socks * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN DU R I N G C O N S T R U C T I O N E R O S I O N C O N T R O L P L A N 8 1" = 50' N/A C 302 CO R D O V A R O A D PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROJECT DATUM: NAVD88 BENCHMARK 12-07: SOUTH SIDE OF VINE DR. ON THE SOUTH HEADWALL OF THE BRIDGE OVER DRY CREEK BASIN 0.4 MILES EAST OF NORTH LEMAY AVE. ELEVATION: 4947.86 BENCHMARK 8-02: ON THE SOUTHEAST CORNER OF THE INTERSECTION OF LEMAY AVENUE AND MULBERRY STREET, IN THE CURB, ON THE SOUTHEAST SIDE OF A TRIANGULAR ISLAND THAT CONTAINS THE TRAFFIC SIGNAL. ELEVATION: 4939.27 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 - 3.18'. SILT FENCE ROCK SOCK TURF REINFORCEMENT MAT (SCOUR STOP) 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.TOTAL DISTURBED AREA OF CONSTRUCTION = 19.65 AC. 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.REFER TO THE FINAL DRAINAGE REPORT, DATED MARCH 6, 2024 BY AVANT CIVIL GROUP FOR ADDITIONAL INFORMATION. 6.REFER TO THE FINAL SWMP REPORT DATED NOVEMBER 15, 2023 FOR FURTHER DETAILS AND EROSION CONTROL BEST PRACTICES 7.CONTRACTOR TO PROVIDE TEMPORARY SEEDING ON PHASES 2, 3, & 4 FOR ANY DISTURBED AREAS THAT REMAIN IDLE FOR MORE THAN 30 DAYS. WATTLE DIKE CONCRETE WASH AREA EC BLANKET (SLOPE STABILIZATION) OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF LEGEND PROJECT BENCHMARKS NOTES STABILIZED STAGING AREA SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF ENSURE CONSISTENT SWEEPING AT ENTRANCES ENSURE CONSISTENT SWEEPING AT ENTRANCES PHASE 4 VEHICLE TRACKING CONTROL PHASE 2 VEHICLE TRACKING CONTROL PHASE 3 VEHICLE TRACKING CONTROL AE R O L A N E UD UD UD UD UD UDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD / / / / / / / / / / / / / / / / NO R T H L E M A Y A V E N U E DUFF DRIVE NORTH LIN K L A N E EX I S T I N G 1 0 ' W A L K 1. 0 % 0. 1 % 0. 5 % 0. 5 % 0.6%0.5%0.6%0.6% 0.6% 0.6% 0.3% 0.6% 0. 6 % 0. 4 % 0. 4 % 0. 4 % 0. 6 % 0. 6 % 0.6% 0.6% 0. 6 % 1.0% 1. 6 % 0. 6 % 0.5%0.5% 0.0%0.0% 0. 5 % 0. 5 % 0.5% 0. 6 % 0.2% 0. 6 % 0. 6 % 0.6% 0.4% 0.4% 0.7% S HYD TEST STAH2O VAUL T ELEC H Y D TEST STA A R V H2O V.P. ST HYD W VAUL T ELEC ELEC ELEC S F.O. W VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC X X XX SS SS SS X X X X X 12 " W 12" W E 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W E 8" W W G G E E E G G 12" W EFO 12" W E E E E E E E E E E E E E E E E E E E E 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24 " W STST ST SS SS GAS 0. 4 % 0. 1 % ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: THE LANDING AT LEMAY CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Straw Wattles * Inlet Protection * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Concrete Washout Area* Rock Socks * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PO S T - C O N S T R U C T I O N E R O S I O N C O N T R O L P L A N 9 1" = 50' N/A C 303 CO R D O V A R O A D PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROJECT DATUM: NAVD88 BENCHMARK 12-07: SOUTH SIDE OF VINE DR. ON THE SOUTH HEADWALL OF THE BRIDGE OVER DRY CREEK BASIN 0.4 MILES EAST OF NORTH LEMAY AVE. ELEVATION: 4947.86 BENCHMARK 8-02: ON THE SOUTHEAST CORNER OF THE INTERSECTION OF LEMAY AVENUE AND MULBERRY STREET, IN THE CURB, ON THE SOUTHEAST SIDE OF A TRIANGULAR ISLAND THAT CONTAINS THE TRAFFIC SIGNAL. ELEVATION: 4939.27 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 - 3.18'. SILT FENCE ROCK SOCK TURF REINFORCEMENT MAT (SCOUR STOP) 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.TOTAL DISTURBED AREA OF CONSTRUCTION = 19.65 AC. 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.REFER TO THE FINAL DRAINAGE REPORT, DATED MARCH 6, 2024 BY AVANT CIVIL GROUP FOR ADDITIONAL INFORMATION. 6.REFER TO THE FINAL SWMP REPORT DATED NOVEMBER 15, 2023 FOR FURTHER DETAILS AND EROSION CONTROL BEST PRACTICES 7.CONTRACTOR TO PROVIDE TEMPORARY SEEDING ON PHASES 2, 3, & 4 FOR ANY DISTURBED AREAS THAT REMAIN IDLE FOR MORE THAN 30 DAYS. WATTLE DIKE CONCRETE WASH AREA EC BLANKET (SLOPE STABILIZATION) OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF LEGEND PROJECT BENCHMARKS NOTES STABILIZED STAGING AREA AE R O L A N E OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 SF 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 CWA AA PLAN VIEW SECTION A-A 2:1 OP WQCV AT PIPE OUTLET AREAS OF STREAMS AND DRAINAGE CHANNELS - DETAIL A IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C ANCHOR DETAILS PERIMETER ANCHOR TRENCH JOINT ANCHOR TRENCH INTERMEDIATE ANCHOR TRENCH OVERLAPPING JOINT WOOD STAKE DETAIL MINIMUM THICKNESS 1" USE 2x4 MATERIAL FOR STAKES JOINT ANCHOR TRENCH, TYP. PERIMETER ANCHOR TRENCH, TYP. TOP OF CHANNEL BANK TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT. BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION. STAKING PATTERN SHALL MATCH BLANKET TYPE. UNDISTURBED SOIL TYPE OF BLANKET, INDICATED IN PLAN VIEW PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING (MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING PATTERNS DETAIL ON NEXT SHEET PERIMETER ANCHOR TRENCH, TYP. JOINT ANCHOR TRENCH, TYP. COMPACTED SUBGRADE 1 >3 THE BLANKET SHALL BE EXTENDED TO THE TOP OF CHANNEL "D " 6 " TO P S O I L "M" OVERLAPPING JOINT, SEE DETAIL ON THIS SHEET STAGGER OVERLAPS PERIMETER ANCHOR TRENCH SEE DETAIL ON THIS SHEET PER MANUFACTURER SPEC. OR TYPE 1 STAKING SEE THE STAKING PATTERN DETAIL ON NEXT SHEET BLANKET SHALL BE 100% STRAW MIN. DIVERSION DITCH TYPICALLY AT TOP OF SLOPE 6 " TO P S O I L 6" MIN. (TYP.) 3" MIN. (TYP.) SINGLE EDGE EROSION CONTROL BLANKET (TYP.) COMPACTED BACKFILL (TYP.) STAKE (TYP.) TWO EDGES OF TWO ADJACENT ROLLS LOOP FROM MIDDLE OF ROLL FLOW 6" 3" MIN. 1 2 " MI N . STAKING PATTERNS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE) PERIMETER ANCHOR TRENCH OR JOINT ANCHOR TRENCH, TYP. STRAW-COCONUT COCONUT OR EXCELSIOR STRAW ROLL WIDTH "W" (TYP.) 6' 3'1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 4' 3' 2' SS EROSION CONTROL BLANKET TYPE TYPE STRAW* STRAW-COCONUT EXCELSIOR COCONUT CONTENT - 30% MIN. - STRAW CONTENT 100% - NETTING MIN. DOUBLE/NATURAL 100% - - EXCELSIOR CONTENT COCONUT --100% * FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS DOUBLE/NATURAL DOUBLE/NATURAL DOUBLE/NATURAL MAX.70% IP 36" ANCHOR STRAP BULLET ANCHOR RECESSED LOCK WASHER TRANSITION MAT TURF REINFORCEMENT MAT ANCHOR PATTERN ANCHOR ILLUSTRATION MAX. 1"-2" DROP FROM CULVERT FLOWLINE ONTO SCOURSTOP MATS PROFILE VIEW SECTION VIEW AA OUTLET AND CHANNEL SCOUR PROTECTION (TRANSITION MATS) DIRECTION OF FLOW TURF REINFORCEMENT MAT WIDTH OF PROTECTION LENGTH OF PROTECTION D D= CULVERT DIAMETER TRAN S I T I O N M A T S SOIL C O V E R A A CULVERT OUTLET PROTECTION - PLAN VIEW INSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINES MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL. MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL COVER ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON. ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY. MINIMUM 8 ANCHORS PER MAT. EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS. PROTECT BARE/ DISTURBED DOWNSTREAM SOILS FROM EROSION WITH APPROPRIATE SOIL COVER. NOTE: 1.SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS. OTHER TURF REINFORCEMENT MAT PRODUCTS EQUAL TO OR BETTER ALLOWED WITH APPROVAL OF THE ENGINEER AND CITY. 2.SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT. TRM SEEDING TO OCCUR PRIOR TO INSTALLATION IP FL O W 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A"WATTLE "B" 1'2' TYP. 1'1' W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. 1"x 1" WOOD STAKES 18"-24" ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SW NOT TO SCALE OUTLET PROTECTION OP NOT TO SCALE CONCRETE WASHOUT AREA CWA NOT TO SCALE ROCK SOCK RS NOT TO SCALE VEHICLE TRACKING CONTROL PAD VTC NOT TO SCALE SILT FENCE SF NOT TO SCALE WATTLE DYKE (STRAW WATTLE) WD NOT TO SCALE TURF REINFORCEMENT MAT (SCOURSTOPTM PADS)TRM NOT TO SCALE INLET PROTECTION (AREA INLET) IP NOT TO SCALE INLET PROTECTION (CURB INLET)IP NOT TO SCALE EROSION CONTROL BLANKET (SLOPE STABILIZATION)SS NOT TO SCALE SCOURSTOPTM MAT SCHEDULE SMS ER O S I O N C O N T R O L D E T A I L S 10 N/A N/A C 304 SCOURSTOP SCHEDULE Storm Line Mat Length (ft) Mat Width (ft) Quantity of Mats 3/9 12 8 6 4 8 4 2 5 8 8 4 6 12 8 6 / / / / / / / / / / / / / / / / F.O. X X XX X X X X X GAS NO R T H L E M A Y A V E N U E DUFF DRIVE N O R T H L E M A Y A V E N U E CO R D O V A R O A D DUFF DRIVE BUILDING 8 BUILDING 6 BUILDING 13 BUILDING 16 BUILDING 17 NORTH LIN K L A N E EX I S T I N G 1 0 ' W A L K EXISTING 5' WALK DOG PARK RAIN GARDEN D BUILDING 12 BUILDING 18 BUILDING 14 BUILDING 1 BUILDING 15 DETENTION POND 2 DETENTION POND 1 15 ' U T I L I T Y E A S E M E N T 15 ' U T I L I T Y E A S E M E N T 9' UTILITY EASEMENT 9' UTILITY EASEMENT C L U B H O U S E FI T N E S S C E N T E R RAIN GARDEN B RAIN GARDEN A RAIN GARDEN M GARAGE 5 GARAGE 6 GARAGE 2 GARAGE 1 GARAGE 3 GARAGE 7 GA R A G E 4 LEASING BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 BU I L D I N G 7 BU I L D I N G 9 BU I L D I N G 10 BU I L D I N G 11 BU I L D I N G 2 NORTH LIN K L A N E AE R O L A N E LANDSCAPE WALL PROPOSED BARRICADE PROPOSED BARRICADE CORDOVA ROAD PLAN & PROFILE SEE SHEET 31-32 TRASH CORRAL (TYP.) FOREBAY 4 4 4 2 6 6 4 4 4 4 4 2 4 2 2 2 2 2 2 8 8 2 2 1 2 2 2 1 2 2 2 2 22 2 2 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 5 5 2 2 12 2 2 2 2 2 4 4 4 2 2 4 2 2 20' HEAVY DUTY CONCRETE APRON FOREBAY FOREBAY TRASH ENCLOSURE 2 2 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 EASEMENTS 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.STREET SIGNS AND PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS (LCUASS), CURRENT EDITION. FOR SITUATIONS WHERE LCUASS DOES NOT DEFINE A PREFERRED MARKING/SIGN STYLE, CONTRACTOR SHALL DEFER TO MUTCD STANDARDS, CURRENT EDITION. 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 GUIDELINES. 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 REQUIREMENTS 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, STEP DETAIL, AND OTHER SITE AMENITIES. 7.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 8.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 9.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 10.FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING 40 TONS. 11.CONCRETE PANS SHALL BE 4" THICK IN LANDSCAPED AREAS AND 6" THICK IN ALL PAVED AREAS WITH TRAFFIC. 12.SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT FOR VISIBILITY OR OTHER FACTORS. 13.SEE SHEET C 809 FOR FIRE LANE SIGNAGE DETAIL NO. 1418. 14.SEE SHEET C 812 FOR PRIVATE SIGNAGE DETAIL. PROPOSED CURB & GUTTER PROPERTY BOUNDARY LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT X' CURB CUT 18" VERTICAL INFLOW CURB & GUTTER 1 18" VERTICAL OUTFALL CURB & GUTTER 2 30" VERTICAL INFLOW CURB & GUTTER 3 30" VERTICAL OUTFALL CURB & GUTTER 4 CURB TRANSITION FLUSH CURB RESERVED PARKING P0TS 1 2 3L 3R 4 4A 3 CONCRETE (PRIVATE FLATWORK) CONCRETE PAVING (HEAVY DUTY) X' SIDEWALK CHASE HEAVY DUTY PAVING DETAIL 1, SHEET 72 LIGHT DUTY PAVING DETAIL 2, SHEET 72 X TR FL X X' CONCRETE CROSS-PAN X PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP P D 18" FLAT CURB 5 LEGEND SITE SIGN LEGEND NOTES FENCE 4B 4" CONCRETE PAN (LANDSCAPING) 6" CONCRETE PAN (PAVED AREAS) ARTERIAL PAVING DETAIL 808, SHEET 72 DCDECORATIVE CROSSWALK BIKE LANE AHEAD ENDS LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL BIKE LANE BIKE LANE 6 SPEED LIMIT 25 5 BLANK RED OV E R A L L P A V I N G P L A N 11 1" = 50' N/A C 400 N O R T H L E M A Y A V E N U E EASEMENT EXCLUSION EASEMENT EXCLUSION 6' SIDEWAL K 6' S I D E W A L K 10 ' S I D E W A L K 6' SIDEWA L K DOG PARK TRASH ENCLOSURE 10 ' S I D E W A L K 10 ' S I D E W A L K 5' S I D E W A L K 6' SIDEWA L K RAIN GARDEN B AE R O L A N E BUILDING 8 BUILDING 16 BUILDING 12 GARAGE 6 GARAGE 2 GARAGE 1 GARAGE 3 GA R A G E 4 BU I L D I N G 9 BU I L D I N G 10 BU I L D I N G 11 9' (TYP.) 17' (TYP.) 9' (TYP.) 9' (TYP.) 17' (TYP.) 23' (TYP.) 8' (TYP.) 23' (TYP.) 8' (TYP.) 26' FL-FL 24' FL-FL 20' E&BE 30' E&BE 30' E&BE 26' EAE 26' EAE 30' E&BE 26' EAE 26' EAE 26' EAE 26' EAE 30' E&BE 26' EAE8' (TYP.) 9' 5' 9' (TYP.) 19' 9' (TYP.) 19' 19' (TYP.) 9' (TYP.) 26' FL-FL 25' 30' E&BE 26' PAE 24.75' EASEMENT EXCLUSION R25' R25' R25' R25' R25' R25' R25' R10' R10' R25' R25'R51' R25' R10' R10' R25' R38' R3' R25' R51' R51' 2 6 EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EA S E M E N T EX C L U S I O N PROPOSED TYPE III BARRICADE 2 12'x6' TREE WELL (TYP.) TRASH CORRAL (TYP.) 2 2 1 2 2 1 2 2 2 2 2 2 4 4 4 2 2 EA S E M E N T EX C L U S I O N EA S E M E N T EX C L U S I O N 20' HEAVY DUTY CONCRETE APRON FOREBAY B SEE DETAIL, SHEET C 804 2 2 1 1 3R 3L 1 2 2 2 2 6 3R 3R 0.5 0.5 0.5 0.5 0.5 0.5 0.5 EXISTING RETAINING WALL 3L 0.5 STEP ADD PRIVATE STREET NAME SIGNAGE ABOVE "STOP" SIGN SEE DETAIL, SHEET C 812 CURBHEAD PROPOSED NATURALIZED TRICKLE PAN W/ UNDERDRAIN SEE DETAIL, SHEET 67 GATE WHEEL STOPS (TYP.) 0.5 2 2 2 2 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 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 C 401 C 402 C 403 C 404 EASEMENTS 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.STREET SIGNS AND PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS (LCUASS), CURRENT EDITION. FOR SITUATIONS WHERE LCUASS DOES NOT DEFINE A PREFERRED MARKING/SIGN STYLE, CONTRACTOR SHALL DEFER TO MUTCD STANDARDS, CURRENT EDITION. 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 GUIDELINES. 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 REQUIREMENTS 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, STEP DETAIL, AND OTHER SITE AMENITIES. 7.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 8.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 9.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 10.FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING 40 TONS. 11.CONCRETE PANS SHALL BE 4" THICK IN LANDSCAPED AREAS AND 6" THICK IN ALL PAVED AREAS WITH TRAFFIC. 12.SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT FOR VISIBILITY OR OTHER FACTORS. 13.SEE SHEET C 809 FOR FIRE LANE SIGNAGE DETAIL NO. 1418. 14.SEE SHEET C 812 FOR PRIVATE SIGNAGE DETAIL. PROPOSED CURB & GUTTER PROPERTY BOUNDARY LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT X' CURB CUT 18" VERTICAL INFLOW CURB & GUTTER 1 18" VERTICAL OUTFALL CURB & GUTTER 2 30" VERTICAL INFLOW CURB & GUTTER 3 30" VERTICAL OUTFALL CURB & GUTTER 4 CURB TRANSITION FLUSH CURB RESERVED PARKING P0TS 1 2 3L 3R 4 4A 3 CONCRETE (PRIVATE FLATWORK) CONCRETE PAVING (HEAVY DUTY) X' SIDEWALK CHASE HEAVY DUTY PAVING DETAIL 1, SHEET 72 LIGHT DUTY PAVING DETAIL 2, SHEET 72 X TR FL X X' CONCRETE CROSS-PAN X PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP P D 18" FLAT CURB 5 LEGEND SITE SIGN LEGEND NOTES FENCE 4B 4" CONCRETE PAN (LANDSCAPING) 6" CONCRETE PAN (PAVED AREAS) ARTERIAL PAVING DETAIL 808, SHEET 72 DCDECORATIVE CROSSWALK BIKE LANE AHEAD ENDS LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL BIKE LANE BIKE LANE 6 SPEED LIMIT 25 5 BLANK RED PA V I N G P L A N 12 1" = 30' N/A C 401 MATCHLINE SEE SHEET - C 403 MA T C H L I N E SE E S H E E T - C 4 0 2 / / / / / / / / / / / / / / / / / / / / / / / / F.O. X X X X XX X X X X X X X X X CO R D O V A R O A D EASEMENT EXCLUSION 6' S I D E W A L K 6' S I D E W A L K 10' SIDEW A L K 6' S I D E W A L K 6' S I D E W A L K 10' SIDEW A L K 6' SIDEWA L K 6' S I D E W A L K NORTH LIN K L A N E 6' SIDEWA L K DETENTION POND 1 15 ' U T I L I T Y E A S E M E N T 15 ' U T I L I T Y E A S E M E N T NORTH LI N K L A N E CO R D O V A R O A D (F U T U R E ) BUILDING 17 BUILDING 18 GARAGE 5 BUILDING 16 9' (TYP.) 17' (TYP.) 9' (TYP.) 17' (TYP.) 9' (TYP.) 17' (TYP.) 9' (TYP.) 17' 9' (TYP.) 17' (TYP.) 23' (TYP.) 8' (TYP.) 23' (TYP.) 8' (TYP.) 26' FL-FL 26' FL-FL 26' FL-FL 30' E&BE 26' EAE & PAE 42' HALF ROW 52' FL-FL 26' EAE 35' E&BE 26' EAE 45' E&BE 26' EAE 26' EAE 26' EAE 30' E&BE 26' EAE 30' E&BE 45' E&BE 17' (TYP.) 9' 9' 9' (TYP.) 20' E&BE 30' FL-FL 26' EAE 24.5' 26' PAE HALF ROW VARIES GARAGE 6 EASEMENT EXCLUSION R25' R25' R25' R12' R12' R12' R25' R25'R25' R20' R20' 4 4 4 EASEMENT EXCLUSION EASEMENT EXCLUSION LANDSCAPE WALL PROPOSED TYPE III BARRICADE 12'x6' TREE WELL (TYP.)8 TRASH CORRAL (TYP.) 2 2 1 2 2 2 2 2 2 2 2 2 1 1 1 2 TEMPORARY "NO CONSTRUCTION TRAFFIC" SIGN 6 4 5 CORDOVA ROAD STRIPING PLAN SEE SHEET C 515 CORDOVA ROAD PLAN & PROFILE SEE SHEETS C 512-C 513 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 2 ADD PRIVATE STREET NAME SIGNAGE ABOVE "STOP" SIGN SEE DETAIL, SHEET C 812 PROPOSED 2' CONCRETE PAN 0.5 PROPOSED TYPE III BARRICADE 2 3 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 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 C 401 C 402 C 403 C 404 EASEMENTS 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.STREET SIGNS AND PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS (LCUASS), CURRENT EDITION. FOR SITUATIONS WHERE LCUASS DOES NOT DEFINE A PREFERRED MARKING/SIGN STYLE, CONTRACTOR SHALL DEFER TO MUTCD STANDARDS, CURRENT EDITION. 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 GUIDELINES. 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 REQUIREMENTS 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, STEP DETAIL, AND OTHER SITE AMENITIES. 7.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 8.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 9.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 10.FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING 40 TONS. 11.CONCRETE PANS SHALL BE 4" THICK IN LANDSCAPED AREAS AND 6" THICK IN ALL PAVED AREAS WITH TRAFFIC. 12.SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT FOR VISIBILITY OR OTHER FACTORS. 13.SEE SHEET C 809 FOR FIRE LANE SIGNAGE DETAIL NO. 1418. 14.SEE SHEET C 812 FOR PRIVATE SIGNAGE DETAIL. PROPOSED CURB & GUTTER PROPERTY BOUNDARY LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT X' CURB CUT 18" VERTICAL INFLOW CURB & GUTTER 1 18" VERTICAL OUTFALL CURB & GUTTER 2 30" VERTICAL INFLOW CURB & GUTTER 3 30" VERTICAL OUTFALL CURB & GUTTER 4 CURB TRANSITION FLUSH CURB RESERVED PARKING P0TS 1 2 3L 3R 4 4A 3 CONCRETE (PRIVATE FLATWORK) CONCRETE PAVING (HEAVY DUTY) X' SIDEWALK CHASE HEAVY DUTY PAVING DETAIL 1, SHEET 72 LIGHT DUTY PAVING DETAIL 2, SHEET 72 X TR FL X X' CONCRETE CROSS-PAN X PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP P D 18" FLAT CURB 5 LEGEND SITE SIGN LEGEND NOTES FENCE 4B 4" CONCRETE PAN (LANDSCAPING) 6" CONCRETE PAN (PAVED AREAS) ARTERIAL PAVING DETAIL 808, SHEET 72 DCDECORATIVE CROSSWALK BIKE LANE AHEAD ENDS LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL BIKE LANE BIKE LANE 6 SPEED LIMIT 25 5 BLANK RED PA V I N G P L A N 13 1" = 30' N/A C 402 MATCHLINE SEE SHEET - C 404 MA T C H L I N E SE E S H E E T - C 4 0 1 GAS GAS GAS NO R T H L E M A Y A V E N U E DUFF DRIVE EASEMENT EXCLUSION EA S E M E N T EX C L U S I O N 6' SIDEWAL K 5' SIDEWAL K 6' S I D E W A L K 6' SIDEWALK 10 ' S I D E W A L K 10 ' S I D E W A L K 10 ' S I D E W A L K 10 ' S I D E W A L K 6' SIDEWALK 6' SIDEWALK 6' S I D E W A L K 6' SIDEWA L K EX I S T I N G 1 0 ' W A L K EXISTING 5' WALK 6' SIDEWAL K 5' S I D E W A L K 5' SIDEWALK RAIN GARDEN A RAIN GARDEN M AE R O L A N E BUILDING 6 BUILDING 1 BUILDING 15 C L U B H O U S E FI T N E S S C E N T E R LEASING BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 BU I L D I N G 7 BU I L D I N G 2 BUILDING 13 9' UTILITY EASEMENT 7' 23' (TYP.) 8' (TYP.) 8' (TYP.) 23' (TYP.) 23' (TYP.) 9' (TYP.) 17' (TYP.) 19' 17' (TYP.) 9' (TYP.) 9' (TYP.)5' 17' (TYP.) 17' (TYP.) 9' (TYP.) 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 30' E&BE 26' EAE 24' FL-FL 26' EAE 30' E&BE 30' E&BE 26' EAE 32' E&BE 26' EAE 26' EAE 30' E&BE 26' EAE 26' EAE 30' E&BE 30' E&BE 26' EAE 23' (TYP.) 8' (TYP.) 8' (TYP.) 5' 8' 9' (TYP.) 9' (TYP.) 9' 19' 19' 24' EAE 25' 25.25' 24.8' 17' (TYP.) 8' (TYP.) 17' (TYP.) R25' R25' R12' R25' R25' R25' R25' R25' R25' R25'R25' R25' R20'R20' R14' R25' R3' 9' (TYP.) 6 4 EASEMENT EXCLUSION 2 EA S E M E N T EX C L U S I O N EASEMENT EXCLUSION 2 EASEMENT EXCLUSION EASEMENT EXCLUSION EA S E M E N T EX C L U S I O N EA S E M E N T EX C L U S I O N EA S E M E N T EX C L U S I O N 2 12'x6' TREE WELL (TYP.) LANDSCAPE WALL 8 TRASH CORRAL (TYP.) 2 2 4 2 2 2 2 2 2 2 2 5 5 5 2 2 2 2 4 FOREBAY M SEE DETAIL, SHEET C 804 FOREBAY A SEE DETAIL, SHEET C 804 TRASH CORRAL (TYP.) 2 2 2 2 1 1 1 1 2 3R 3L 3R 3L 3L 3R 3L 0.5 0.5 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 STEPS STEPS MONUMENT SIGN ADD PRIVATE STREET NAME SIGNAGE ABOVE "STOP" SIGN SEE DETAIL, SHEET C 812 0.5 PROPOSED NATURALIZED TRICKLE PAN W/ UNDERDRAIN SEE DETAIL, SHEET 67 WHEEL STOPS (TYP.) EA S E M E N T EX C L U S I O N 0.5 0.5 0.5 0.5 4 2 2 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 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 C 401 C 402 C 403 C 404 EASEMENTS 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.STREET SIGNS AND PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS (LCUASS), CURRENT EDITION. FOR SITUATIONS WHERE LCUASS DOES NOT DEFINE A PREFERRED MARKING/SIGN STYLE, CONTRACTOR SHALL DEFER TO MUTCD STANDARDS, CURRENT EDITION. 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 GUIDELINES. 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 REQUIREMENTS 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, STEP DETAIL, AND OTHER SITE AMENITIES. 7.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 8.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 9.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 10.FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING 40 TONS. 11.CONCRETE PANS SHALL BE 4" THICK IN LANDSCAPED AREAS AND 6" THICK IN ALL PAVED AREAS WITH TRAFFIC. 12.SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT FOR VISIBILITY OR OTHER FACTORS. 13.SEE SHEET C 809 FOR FIRE LANE SIGNAGE DETAIL NO. 1418. 14.SEE SHEET C 812 FOR PRIVATE SIGNAGE DETAIL. PROPOSED CURB & GUTTER PROPERTY BOUNDARY LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT X' CURB CUT 18" VERTICAL INFLOW CURB & GUTTER 1 18" VERTICAL OUTFALL CURB & GUTTER 2 30" VERTICAL INFLOW CURB & GUTTER 3 30" VERTICAL OUTFALL CURB & GUTTER 4 CURB TRANSITION FLUSH CURB RESERVED PARKING P0TS 1 2 3L 3R 4 4A 3 CONCRETE (PRIVATE FLATWORK) CONCRETE PAVING (HEAVY DUTY) X' SIDEWALK CHASE HEAVY DUTY PAVING DETAIL 1, SHEET 72 LIGHT DUTY PAVING DETAIL 2, SHEET 72 X TR FL X X' CONCRETE CROSS-PAN X PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP P D 18" FLAT CURB 5 LEGEND SITE SIGN LEGEND NOTES FENCE 4B 4" CONCRETE PAN (LANDSCAPING) 6" CONCRETE PAN (PAVED AREAS) ARTERIAL PAVING DETAIL 808, SHEET 72 DCDECORATIVE CROSSWALK BIKE LANE AHEAD ENDS LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL BIKE LANE BIKE LANE 6 SPEED LIMIT 25 5 BLANK RED PA V I N G P L A N 14 1" = 30' N/A C 403 MATCHLINE SEE SHEET - C 401 MA T C H L I N E SE E S H E E T - C 4 0 4 DUFF DRIVE 26' EAE 6' SIDEWALK 6' SIDEWA L K 6' SIDEWALK 6' S I D E W A L K RAIN GARDEN D DETENTION POND 2 9' UTILITY EASEMENT 5' SIDEWALK BUILDING 13 BUILDING 14 GARAGE 7 6' SIDEWALK 6' S I D E W A L K 17' (TYP.) 17' (TYP.) 17' (TYP.) 9' (TYP.) 17' (TYP.) 9' (TYP.) 17' (TYP.) 9' (TYP.) 9' (TYP.) 17' (TYP.) 17' (TYP.) 9' (TYP.) 9' (TYP.) 9' (TYP.) 9' (TYP.) 19' 9' (TYP.) 17' (TYP.) 26' FL-FL 26' FL-FL 24' FL-FL 26' EAE 30' E&BE 30' EAE 26' EAE 5' 9' 19' R12'R12' R25'R25' R12' R25' R12'R12' R12'R25' R25' 17' 9' 4 4 4 4 4 EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION 4 2 2 2 TRASH CORRAL (TYP.) 2 2 4 2 2 2 2 2 2 TRASH CORRAL (TYP.) 2 C-CHANNEL SEE SHEET C 805 FOR DETAILS REFER TO LANDSCAPE PLANS TEMPORARY "NO CONSTRUCTION TRAFFIC" SIGN 0.5 0.5 FOREBAY D SEE DETAIL, SHEET C 804 0.5 0.5 0.5 STEPS PROPOSED 2' CONCRETE PAN 0.5 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 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 C 401 C 402 C 403 C 404 EASEMENTS 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.STREET SIGNS AND PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS (LCUASS), CURRENT EDITION. FOR SITUATIONS WHERE LCUASS DOES NOT DEFINE A PREFERRED MARKING/SIGN STYLE, CONTRACTOR SHALL DEFER TO MUTCD STANDARDS, CURRENT EDITION. 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 GUIDELINES. 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 REQUIREMENTS 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, STEP DETAIL, AND OTHER SITE AMENITIES. 7.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 8.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 9.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 10.FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING 40 TONS. 11.CONCRETE PANS SHALL BE 4" THICK IN LANDSCAPED AREAS AND 6" THICK IN ALL PAVED AREAS WITH TRAFFIC. 12.SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT FOR VISIBILITY OR OTHER FACTORS. 13.SEE SHEET C 809 FOR FIRE LANE SIGNAGE DETAIL NO. 1418. 14.SEE SHEET C 812 FOR PRIVATE SIGNAGE DETAIL. PROPOSED CURB & GUTTER PROPERTY BOUNDARY LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT X' CURB CUT 18" VERTICAL INFLOW CURB & GUTTER 1 18" VERTICAL OUTFALL CURB & GUTTER 2 30" VERTICAL INFLOW CURB & GUTTER 3 30" VERTICAL OUTFALL CURB & GUTTER 4 CURB TRANSITION FLUSH CURB RESERVED PARKING P0TS 1 2 3L 3R 4 4A 3 CONCRETE (PRIVATE FLATWORK) CONCRETE PAVING (HEAVY DUTY) X' SIDEWALK CHASE HEAVY DUTY PAVING DETAIL 1, SHEET 72 LIGHT DUTY PAVING DETAIL 2, SHEET 72 X TR FL X X' CONCRETE CROSS-PAN X PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP P D 18" FLAT CURB 5 LEGEND SITE SIGN LEGEND NOTES FENCE 4B 4" CONCRETE PAN (LANDSCAPING) 6" CONCRETE PAN (PAVED AREAS) ARTERIAL PAVING DETAIL 808, SHEET 72 DCDECORATIVE CROSSWALK BIKE LANE AHEAD ENDS LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL BIKE LANE BIKE LANE 6 SPEED LIMIT 25 5 BLANK RED PA V I N G P L A N 15 1" = 30' N/A C 404 MATCHLINE SEE SHEET - C 402 MA T C H L I N E SE E S H E E T - C 4 0 3 TEST STA VAUL T ELEC TEST STA V.P. VAUL T ELEC ELEC ELEC F.O. VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC X X XX X X X X X GAS / / / / / / / / / / / / / / / / NO R T H L E M A Y A V E N U E DUFF DRIVE LINK LANE E E E DETENTION POND 2 DETENTION POND 1 RAIN GARDEN D RAIN GARDEN B RAIN GARDEN A RAIN GARDEN M 6' SIDEWAL K 5' SIDEWAL K 6' S I D E W A L K 6' SIDEWALK 6' SIDEWAL K 6' S I D E W A L K 6' SIDEWALK 6' SIDEWALK 6' S I D E W A L K 6' S I D E W A L K 6' S I D E W A L K 6' SIDEWALK 6' SIDEWAL K 6' SIDEWA L K 6' SIDEWALK 6' S I D E W A L K 6' S I D E W A L K 6' SIDEWA L K 6' S I D E W A L K 6' SIDEWA L K 6' SIDEWAL K 5' S I D E W A L K 6' SIDEWAL K 5' S I D E W A L K 5' SIDEWALK 5' SIDEWALK 6' SIDEWAL K E E E E E E E E E E E E E E 10 ' S I D E W A L K 10 ' S I D E W A L K 10 ' S I D E W A L K 10 ' S I D E W A L K 10 ' S I D E W A L K 10' SIDEW A L K 10' SIDEW A L K 12 ' S I D E W A L K 10 ' S I D E W A L K E E E E E E E E E E E E E E E P P P P P P PP P P P G EX I S T I N G 1 2 ' T R A I L P P P BUILDING 8 BUILDING 6 BUILDING 13 BUILDING 16 BUILDING 17 BUILDING 12 BUILDING 18 BUILDING 14 BUILDING 1 BUILDING 15 C L U B H O U S E FI T N E S S C E N T E R GARAGE 5 GARAGE 6 GARAGE 2 GARAGE 1 GARAGE 3 GARAGE 7 GA R A G E 4 LEASING BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 BU I L D I N G 7 BU I L D I N G 9 BU I L D I N G 10 BU I L D I N G 11 BU I L D I N G 2 E E E G G G E B2@3B2@3 B2@3 B2@1B2@3 B2@3 B2@3 B2@1 B2@3 B2@3 B2@3 B2@1 B2@3 B2@3 C2@3 C2@3 A2@3 A2@3 A2@3 A2@3 A2@3 A2@3 2.0 % 1.8% 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 1 . 8 % 1. 7 % 2.0% 2.0 % 2.0% 2 . 0 % 2.0% 2.0 % 2.0 % 2 . 0 % E OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T KEYMAP NOT TO SCALE ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 AD A R O U T I N G P L A N 16 1" = 50' N/A C 410 EASEMENTS 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER FORT COLLINS STANDARDS (LCUASS), CURRENT EDITION. 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 LARIMER COUNTY URBAN STREET STANDARDS STREET REPAIR GUIDELINES. 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 LARIMER COUNTY URBAN STREET STANDARDS REQUIREMENTS 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, UNLESS OTHERWISE NOTED 6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 7.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 8.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 9.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 10.FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING 40 TONS. 11.XX@Y REFERENCES THE UNIT TYPE AND FLOOR I.E. A2@3 IS AN A2 UNIT ON 3rd FLOOR, B2@1 IS A B2 UNIT ON 1st FLOOR, ETC. 12.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED CURB & GUTTER PROPERTY BOUNDARY LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT ADA ACCESSIBILITY PATH E LEGEND NOTES FENCE ADA ACCESSIBILITY BUILDING ENTRANCE ADA ACCESSIBILITY PARKING ADA ACCESSIBILITY GARAGE P G 12 " W 12 " W 12 " W F F T T T T T E E S S F S F W S S E E E E E W W S S F W E E E E E F VAULT ELEC S S E E E E E E E E E E E E E E E E E E E E W F S S S S W F F W T T S W T S UD UD UD UD UD VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E E E E VA U L T EL E C VA U L T EL E C E E E E T E E EE E E E T VAULT ELECE E E E E E E E E T E E EE T E E E E S S S S W W W W T E EE E E E E E E E E E E E E E E T E E E E E E E W UDUD UD E E E E E E E E E E E E E EE E E E E E E E E E E E E W S G G G G GGG S W W E E E E E E E E E E E UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD S E E E E E E E E E E E E E E W W W F W UD / / / / / / / / / / / / / / / / S HYD TEST STAH2O VAUL T ELEC H Y D TEST STA A R V H2O V.P. ST HYD W VAUL T ELEC ELEC ELEC S F.O. W VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC X X XX SS SS SS X X X X X 12 " W 12" W E 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W E 8" W W G G E E E G G 12" W EFO 12" W E E E E E E E E E E E E E E E E E E E E E 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24 " W ST SS GAS BUILDING 8 BUILDING 6 BUILDING 13 BUILDING 16 BUILDING 17 BUILDING 12 BUILDING 18 BUILDING 14 BUILDING 1 BUILDING 15 CL U B H O U S E FI T N E S S C E N T E R GARAGE 5 GARAGE 6 GARAGE 2 GARAGE 1 GARAGE 3 GARAGE 7 GARAGE 4 LEASING BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 BU I L D I N G 7 BU I L D I N G 9 BU I L D I N G 10 BU I L D I N G 11 BU I L D I N G 2 PHASE 1 PHASE 2 PHASE 1 PHASE 1 PHASE 3 PHASE 4 PHASE 3 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 NO R T H L E M A Y A V E N U E CO R D O V A R O A D DUFF DRIVE NORTH LIN K L A N E DOG PARK RAIN GARDEN D DETENTION POND 2 DETENTION POND 1 TRASH ENCLOSURE RAIN GARDEN B RAIN GARDEN A RAIN GARDEN M NORTH LIN K L A N E AE R O L A N E PROPOSED WATER MAIN PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROJECT BOUNDARY PHASE LINE NOTES LEGEND OV E R A L L P H A S I N G P L A N 17 1" = 50' N/A C 420 PHASE 1 "NO CONSTRUCTION TRAFFIC" SIGNAGE CORDOVA ROW SCOPE COMPLETED, INSPECTED, ACCEPTED, AND RECORDED IN GIS BEFORE PHASE 4 VERTICAL PERMITS ARE RELEASED. PHASE 4 F&F RELEASES TO OVERLAP. PHASE 1 SANITARY SEWER PHASE 3 SANITARY SEWER PHASE 3 SANITARY SEWER PHASE 1 SANITARY SEWER LIMITS OF WATER INSTALLATION AT TIME OF PHASE 1 F&F RELEASE PHASE 1 SANITARY SEWER PHASE 1 STORM SEWER PHASE 1 STORM SEWER PHASE 2 STORM SEWER PHASE 1 OCCUPANCY AND DETENTION COMPLETION (MONTHS 13-16) ·WATER AND SANITARY SEWER INSPECTED BEFORE PHASE 1 F&F. COMPLETE UTILITY INSTALL AND ACCEPTED BEFORE VERTICAL PERMITS. ·ALL ENGINEERING REQUIREMENTS PER DCP COMPLETED WITHIN PHASE. ·CONSTRUCTION FENCING IN PLACE SEPARATING CONSTRUCTION FROM OCCUPIED AREAS. ·BUILDING 7 AT CABINETRY TO CLEAN STAGE ·BUILDING CERTIFICATES OF OCCUPANCY RELEASED BY BUILDING READINESS. ·MASS GRADING FOR ALL OTHER PHASES TO BE COMPLETE. PHASE 2 OCCUPANCY (MONTHS 15-19) ·ALL ENGINEERING REQUIREMENTS PER DCP COMPLETED WITHIN PHASE. ·CONSTRUCTION FENCING IN PLACE SEPARATING CONSTRUCTION FROM OCCUPIED AREAS. ·BUILDING 12 AT CABINETRY TO CLEAN STAGE ·BUILDING CERTIFICATES OF OCCUPANCY RELEASED BY BUILDING READINESS. PHASE 3 OCCUPANCY (MONTHS 17-21) ·ALL ENGINEERING REQUIREMENTS PER DCP COMPLETED WITHIN PHASE. ·CONSTRUCTION FENCING IN PLACE SEPARATING CONSTRUCTION FROM OCCUPIED AREAS. ·BUILDING 15 AT CABINETRY TO CLEAN STAGE ·BUILDING CERTIFICATES OF OCCUPANCY RELEASED BY BUILDING READINESS. PHASE 4 OCCUPANCY (MONTHS 18-24) ·ALL ENGINEERING REQUIREMENTS PER DCP COMPLETED WITHIN PHASE. ·CORDOVA FULLY ACCEPTED AND IN SYSTEM. ·CONSTRUCTION FENCING IN PLACE SEPARATING CONSTRUCTION FROM OCCUPIED AREAS. ·BUILDING 18 AT CABINETRY TO CLEAN STAGE ·BUILDING CERTIFICATES OF OCCUPANCY RELEASED BY BUILDING READINESS. FULL COMPLETION (MONTH 25) ·FULL SITE ENGINEERING REQUIREMENTS PER DCP MET, INCLUDING ANY FINAL LANDSCAPING OR WORK DEFINED UNDER A SURETY. RAIN GARDENS ·RAIN GARDENS INSTALLED WITHIN INDIVIDUAL PHASE COMPLETION AND OCCUPANCY. LIMITS OF WATER INSTALLATION AT TIME OF PHASE 1 F&F RELEASE LIMITS OF WATER INSTALLATION AT TIME OF PHASE 1 F&F RELEASE S HYD TEST STAH2O VAULT ELEC H YD TEST STA AR V H2O V.P. HY D W VAULT ELEC ELEC ELEC S F.O. W VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC X SS X X GE G E E E E E E E E E E SS PHASE 1 PHASE 2 PHASE 1 PHASE 1 PHASE 3 PHASE 4 PHASE 3 S HYD TEST STAH2O VAULT ELEC H YD TEST STA AR V H2O V.P. HY D W VAULT ELEC ELEC ELEC S F.O. W VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC X SS X X GE G E E E E E E E E E E SS PHASE 1 PHASE 2 PHASE 1 PHASE 1 PHASE 3 PHASE 4 PHASE 3 S HYD TEST STAH2O VAULT ELEC H YD TEST STA AR V H2O V.P. HY D W VAULT ELEC ELEC ELEC S F.O. W VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC X SS X X GE G E E E E E E E E E E SS PHASE 1 PHASE 2 PHASE 1 PHASE 1 PHASE 3 PHASE 4 PHASE 3 S HYD TEST STAH2O VAULT ELEC H YD TEST STA AR V H2O V.P. HY D W VAULT ELEC ELEC ELEC S F.O. W VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC X SS X X GE G E E E E E E E E E E SS PHASE 1 PHASE 2 PHASE 1 PHASE 1 PHASE 3 PHASE 4 PHASE 3 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet0100100 100 200 300 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 ACCESS ROUTE PROJECT BOUNDARY PHASE LINE NOTES LEGEND EM E R G E N C Y V E H I C L E A C C E S S P H A S I N G 18 1" = 100' N/A C 421 "NO CONSTRUCTION TRAFFIC" SIGNAGE EMERGENCY VEHICLE ACCESS ONLY TWO POINTS OF EMERGENCY VEHICLE ALL-WEATHER SURFACE AT F&F PERMIT STAGE FOR PHASE 1 - MAINTAINED THROUGHOUT PHASE TWO POINTS OF EMERGENCY VEHICLE ACCESS TO PHASE 1 AT BUILDING OCCUPANCY ACCESS TO PHASES 2, 3, AND 4 DURING CONSTRUCTION WITH ALL-WEATHER ACCESS (COMPLETE) CONSTRUCTION FENCE WITH GATE PHASE 1 PHASE 2 (COMPLETE) (COMPLETE) "NO CONSTRUCTION TRAFFIC" SIGNAGE EMERGENCY VEHICLE ACCESS ONLY TWO POINTS OF EMERGENCY VEHICLE ACCESS TO PHASES 1 AND 2 AT BUILDING OCCUPANCY ACCESS TO PHASES 3 AND 4 DURING FINAL CONSTRUCTION STAGES WITH ALL-WEATHER SURFACE OR PAVING IN STAGES (COMPLETE) CONSTRUCTION FENCE WITH GATE PHASE 3 (COMPLETE) (COMPLETE) "NO CONSTRUCTION TRAFFIC" SIGNAGE EMERGENCY VEHICLE ACCESS ONLY (COMPLETE) CORDOVA COMPLETE FROM THIS PHASE FORWARD. TWO POINTS OF EMERGENCY VEHICLE ACCESS TO PHASES 1, 2, AND 3 AT BUILDING OCCUPANCY ACCESS TO PHASE 4 DURING FINAL CONSTRUCTION STAGES WITH ALL-WEATHER SURFACE OR PAVING IN STAGES (COMPLETE) CONSTRUCTION FENCE WITH GATE PHASE 4 (COMPLETE) (COMPLETE) "NO CONSTRUCTION TRAFFIC" SIGNAGE EMERGENCY VEHICLE ACCESS ONLY (COMPLETE) (COMPLETE) CONSTRUCTION FENCE WITH GATE PHASE 1 OCCUPANCY AND DETENTION COMPLETION (MONTHS 13-16) ·WATER AND SANITARY SEWER INSPECTED BEFORE PHASE 1 F&F. COMPLETE UTILITY INSTALL AND ACCEPTED BEFORE VERTICAL PERMITS. ·ALL ENGINEERING REQUIREMENTS PER DCP COMPLETED WITHIN PHASE. ·CONSTRUCTION FENCING IN PLACE SEPARATING CONSTRUCTION FROM OCCUPIED AREAS. ·BUILDING 7 AT CABINETRY TO CLEAN STAGE ·BUILDING CERTIFICATES OF OCCUPANCY RELEASED BY BUILDING READINESS. ·MASS GRADING FOR ALL OTHER PHASES TO BE COMPLETE. PHASE 2 OCCUPANCY (MONTHS 15-19) ·ALL ENGINEERING REQUIREMENTS PER DCP COMPLETED WITHIN PHASE. ·CONSTRUCTION FENCING IN PLACE SEPARATING CONSTRUCTION FROM OCCUPIED AREAS. ·BUILDING 12 AT CABINETRY TO CLEAN STAGE ·BUILDING CERTIFICATES OF OCCUPANCY RELEASED BY BUILDING READINESS. PHASE 3 OCCUPANCY (MONTHS 17-21) ·ALL ENGINEERING REQUIREMENTS PER DCP COMPLETED WITHIN PHASE. ·CONSTRUCTION FENCING IN PLACE SEPARATING CONSTRUCTION FROM OCCUPIED AREAS. ·BUILDING 15 AT CABINETRY TO CLEAN STAGE ·BUILDING CERTIFICATES OF OCCUPANCY RELEASED BY BUILDING READINESS. PHASE 4 OCCUPANCY (MONTHS 18-24) ·ALL ENGINEERING REQUIREMENTS PER DCP COMPLETED WITHIN PHASE. ·CORDOVA FULLY ACCEPTED AND IN SYSTEM. ·CONSTRUCTION FENCING IN PLACE SEPARATING CONSTRUCTION FROM OCCUPIED AREAS. ·BUILDING 18 AT CABINETRY TO CLEAN STAGE ·BUILDING CERTIFICATES OF OCCUPANCY RELEASED BY BUILDING READINESS. FULL COMPLETION (MONTH 25) ·FULL SITE ENGINEERING REQUIREMENTS PER DCP MET, INCLUDING ANY FINAL LANDSCAPING OR WORK DEFINED UNDER A SURETY. RAIN GARDENS ·RAIN GARDENS INSTALLED WITHIN INDIVIDUAL PHASE COMPLETION AND OCCUPANCY. (COMPLETE) / / / / / / / / / / / / / / / / UD UD UD UD UD UDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD TEST STA VAUL T ELEC TEST STA V.P. ST VAUL T ELEC ELEC ELEC F.O. VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC X X XX X X X X X STST ST GAS NO R T H L E M A Y A V E N U E DUFF DRIVE CO R D O V A R O A D LINK LANE CONNECT TO EXISTING STORM DRAIN EXISTING STORM DRAIN PROPOSED POND OUTLET STRUCTURE PROPOSED POND OUTLET STRUCTURE DETENTION POND 2 DETENTION POND 1 EXISTING STORM DRAIN BLANKET DRAINAGE & UTILITY EASEMENT RAIN GARDEN D RAIN GARDEN B RAIN GARDEN A RAIN GARDEN M PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 20' E&BE 30' E&BE 26' FL-FL 30' E&BE 26' EAE 26' EAE 26' EAE 26' EAE 35' E&BE 26' EAE 26' EAE 26' EAE 35' E&BE26' EAE 30' E&BE 26' EAE 26' EAE 30' E&BE 30' EAE 30' E&BE 45' E&BE 20' E&BE 30' FL-FL 26' FL-FL 26' EAE 30' E&BE 30' E&BE 26' PAE 30' E&BE 26' FL-FL 26' EAE 26' EAE STORM DRAIN 5-2 SEE SHEET C 632 STORM DRAIN 3 SEE SHEET C 631 STORM DRAIN 6 SEE SHEET C 635 STORM DRAIN 5 SEE SHEET C 633 STORM DRAIN 4 SEE SHEET C 630 STORM DRAIN 5 SEE SHEET C 633 STORM DRAIN 6-2 SEE SHEET C 635 STORM DRAIN 3 SEE SHEET C 631 NORTH LIN K L A N E AE R O L A N E PROPOSED 8' CROSSPAN PROPOSED 8' CROSSPAN PROPOSED 8' CROSSPAN 8" PVC STORM DRAIN 8" PVC STORM DRAIN STORMTECH CHAMBERS SEE SHEETS C 510, C 635, & C 807 BUILDING 8 BUILDING 6 BUILDING 13 BUILDING 16 BUILDING 17 BUILDING 12 BUILDING 18 BUILDING 14 BUILDING 1 BUILDING 15 C L U B H O U S E FI T N E S S C E N T E R GARAGE 5 GARAGE 6 GARAGE 2 GARAGE 1 GARAGE 3 GARAGE 7 GA R A G E 4 LEASING BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 BU I L D I N G 7 BU I L D I N G 9 BU I L D I N G 10 BU I L D I N G 11 BU I L D I N G 2 STORMTECH CHAMBERS SEE SHEETS C 511, C 630, & C 808 26' EAE STORM DRAIN 9 SEE SHEET C 630 STORM DRAIN 3-2 SEE SHEET C 632 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T KEYMAP NOT TO SCALE ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL 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 OV E R A L L G R A D I N G P L A N 19 1" = 50' N/A C 500 C 501 C 502 C 503 C 504 C 505 C 506 C 507 C 508 C 509 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD NO R T H L E M A Y A V E N U E DOG PARK 1. 1 % 0. 6 % 0. 6 % 30' EAE 26' EAE 30' E&BE 26' FL-FL TRASH ENCLOSURE SEE DETAILED GRADING SHEET 73 30' E&BE FF E = 4 7 . 1 9 FF E = 4 7 . 8 2 FF E = 4 8 . 7 0 FF E = 4 7 . 9 4 47. 1 3 4 7 . 7 8 47.02 47.66 46 . 9 4 47.14 45.09 47.78 47.78 4 7 . 6 4 44.08 45.27 46.38 45.61 47.94 47.89 47.94 48.37 47.15 4 5 . 2 5 45.57 4 6 . 6 3 45.8946.26 46.34 46.65 46.67 45.89 4 5 . 8 7 45.81 4 5 . 6 7 46.38 47 . 0 8 46.36 46.44 47.38 47.72 47.68 47.57 46.82 48.70 48 . 7 0 48.40 48. 6 3 4 8 . 4 7 48.62 48.48 4 8 . 8 7 4 8 . 9 5 48.85 48.51 48.56 48. 6 2 47.78 48.27 48.44 48.26 48.82 48.64 48.18 48.1 1 48.2 6 48.43 48.59 48.57 48.70 4 8 . 5 3 48.46 48 . 4 4 48 . 7 0 47.94 4 7 . 9 4 47. 9 4 4 7 . 1 3 47.10 46.94 47.03 47.03 47.1 6 47.14 46. 8 6 47.51 47.39 45.94 47.96 47.70 47 . 6 4 47.81 47.70 4 7 . 2 6 4 7 . 0 6 47.82 48.05 47.80 4 7 . 9 0 4 4 . 9 7 4 4 . 9 7 4 4 . 2 4 47.84 LL LL LL 46.57 44.00 45.00 45.00 6.4% 6 . 2 % 2.2% 47.86 47.47 47.26 47 . 2 6 47.72 47. 4 3 47.68 49.3649.36 4:1 EXISTING LANDSCAPE WALL PROPOSED NATURALIZED TRICKLE PAN W/ UNDERDRAIN SEE DETAIL, SHEET 67 PROPOSED 4' CROSSPAN LL LL LL LL LL 4 7 . 1 3 47.13 2.0% 2.0% 0. 5 % 0. 0 % 2. 8 % 2. 0 % 2. 0 % 1.8% 2.0% 2.1% 0.1% 44.00 FFE=47.19 4 8 . 3 7 47.61 47.61 4 7 . 6 1 47.82 48.95 48.85 4 8 . 6 2 48.70 FFE=46.94 FFE=46.69 4 6 . 9 7 46. 8 6 46. 6 1 46. 6 1 46. 3 6 FF E = 4 6 . 1 9 FF E = 4 7 . 3 6 FF E = 4 6 . 3 6 46. 8 6 46. 6 9 46. 8 6 47. 0 2 47. 0 3 47. 3 2 47. 4 9 47. 4 9 47. 6 5 46.90 46.74 FF E = 4 7 . 0 7 FFE=47.99 FFE=47.24 GA R A G E 4 BU I L D I N G 11 4 6 . 5 5 GARAGE 3 3" STEP 2" STEP 2" STEP GARAGE 1 GARAGE 2 FF E = 4 7 . 0 2 FF E = 4 6 . 0 2 FF E = 4 7 . 6 5 FF E = 4 6 . 9 0 47. 4 9 46.29 4 7 . 0 2 46 . 7 3 4 7 . 0 3 46.20 CURBHEAD STEPS 2.0% 46.36 2. 0 % 5.5% LL 48.26 LL LL LL LL LL 8.3% 4 6 . 3 5 46.15 47.72 47.84 48.02 48.10 48.29 4 7 . 8 3 4 8 . 2 0 4 8 . 4 1 48. 2 9 2.0% 2.0% HANDRAILS 3" STEP 2" STEP 12" STEP 9" STEP 2" STEP 6" PVC @ 2% 4" CURB 47.42 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL C 501 C 502 C 503 C 504 C 505 C 506 C 507 C 508 C 509 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 GR A D I N G P L A N 20 1" = 20' N/A C 501 MATCHLINE SEE SHEET - C 504 MA T C H L I N E SE E S H E E T - C 5 0 2 UD UD UD UD UD / / / / / / / / FFE=47.16 FFE=44.71 0. 6 % 2.1% 2.0% 1.2% 0.6% 0. 9 % 0.5% 1. 9 % 0. 6 % 1.1% 26' EAE 26' EAE 26' EAE 26' EAE 30' E&BE 30' E&BE 45' E&BE 30' E&BE 26' FL-FL 10 ' S I D E W A L K 10' SIDEW A L K 10 ' S I D E W A L K 6' S I D E W A L K 6' SIDEWA L K RAIN GARDEN B 26' EAE & PAE 26' PAE FF E = 4 7 . 1 9 0.6% 0.6% 4 6 . 6 1 46.56 46.00 46.46 46.49 4 6 . 6 8 44.93 4 5 . 4 6 4 3 . 8 7 44.6 7 4 5 . 2 1 45.06 4 5 . 6 1 44.66 44.77 45. 3 3 45.05 45.61 45.50 45.43 45.67 45.57 46.90 46.57 46 . 2 0 45.69 46.07 45.98 45 . 9 9 46 . 1 4 46. 4 0 46.2346.9 0 46.82 44.47 45.12 45.36 44.70 4 4 . 3 3 44.84 44.53 44.44 43.84 43.56 4 4 . 4 0 44.12 4 3 . 9 8 4 3 . 9 6 44 . 1 5 44.30 4 4 . 3 0 44.43 44.46 44.53 44.35 4 4 . 3 9 4 4 . 4 9 4 4 . 8 1 43.58 43.37 43.57 43.39 43.87 4 6 . 2 0 47.49 4 5 . 4 2 45 . 3 8 44.61 44.73 4 4 . 9 4 4 5 . 1 8 45 . 2 8 4 5 . 6 8 46.07 46.8 9 46.73 47.07 47.07 47.07 47.07 47. 1 0 47.10 47.16 47.16 46.09 46.12 45.77 47.16 47.16 47.16 4 7 . 1 6 45. 7 9 45. 7 6 47.16 47.16 47.16 47.16 46. 1 5 46. 1 2 47. 1 6 47. 1 6 46.65 46.59 46.70 4 6 . 7 9 46. 1 1 4 6 . 1 1 4 6 . 2 6 45 . 6 3 44.98 45.63 45.19 45.3 1 4 5 . 3 0 45.17 44 . 3 4 44.43 44.22 44.18 44.10 43.90 43.50 44.41 44.48 44.48 44.48 45.15 45.12 44.71 45.61 45.23 45.11 44.71 43.48 4 3 . 8 7 44.71 4 4 . 4 4 4 4 . 7 1 4 4 . 4 6 44.71 44.71 44.71 4 4 . 7 1 44.35 45.57 44.41 44.85 44.41 44.53 44.88 44.41 4 4 . 5 6 44.50 44.71 44.68 44.68 44.71 44.56 44.71 44.68 44.68 44.71 4 4 . 7 1 44.68 44.68 44.714 4 . 0 3 44.1 3 44 . 7 3 4 4 . 7 3 4 4 . 8 1 44.94 46 . 2 6 46 . 2 2 46.1 8 46 . 0 8 46 . 0 0 46.00 45.88 45.99 46.17 46.13 46.2 2 46 . 0 2 4 6 . 0 6 45.6 7 4 5 . 7 7 44.46 44.45 45.03 45.18 45.32 45.00 LL LL LL LL 45.88 LL LL LL 4 5 . 0 7 45.15 47.16 4 7 . 1 6 47.16 4 7 . 1 6 47.16 4 7 . 1 6 44.00 45.20 45.69 45.00 45.41 4 5 . 4 0 44 . 0 0 44.71 44 . 5 7 4 4 . 5 7 44.5 7 4 4 . 5 7 43.88 44.0144.18 44.13 4 4 . 1 0 44.09 4 3 . 9 8 4 4 . 1 2 43.62 43.73 43.46 42.82 43.37 44.75 43.37 43.98 44.41 43.37 4 2 . 8 7 46.49 46.49 46.54 46.57 46.62 46.63 46.65 46.17 46.03 46.43 46.5 7 46.42 46.56 46.46 45.99 46.11 4 5 . 0 0 44.95 LL 44.91 44.80 R R R R R R R R R R R R R R R R R R R R R R R R 44.68 PROPOSED STORM DRAIN EASEMENT EXCLUSION EASEMENT EXCLUSION PROPOSED 4' CROSSPAN STORM DRAIN 6 SEE SHEET C 635 LL LL LL 1. 6 % 0. 6 % 0. 6 % 0. 2 % 0. 2 % 0. 2 % 0. 3 % 0. 6 % 0. 6 % 2. 0 % 0. 6 % 2. 0 % 2. 0 % 2. 0 % 0. 6 % 2. 0 % 0.6% 1.8% 2.0% 1.9% 2.0% 0.6% 0.6% 0.3% 3.4% 2.0% 2. 0 % 0.1% 2.0% 2.0% 2.0% 1.8% 1.8% 4 5 . 1 3 45.03 44.00 45.17 45.73 45.00 44.00 45.00 45.00 45.00 43.26 FFE=46.94 FFE=46.69 FFE=46.44 46. 6 1 46. 3 6 46. 3 6 46. 1 1 FF E = 4 6 . 1 9 45.69 45.86 45.86 46.03 46.03 FF E = 4 7 . 3 6 FF E = 4 6 . 3 6 46.90 46.74 46.74 46.57 FF E = 4 7 . 0 7 FFE=47.24 FFE=43.60 FFE=44.26 FFE=44.43 FFE=43.76FFE=44.60 FFE=43.93 43. 2 6 43. 4 3 43. 4 3 43. 6 0 43. 6 0 43 . 8 1 LL 44.14 5.6% 44.00 44.00 12 . 5 % 25.0% 44.40 43.80 43.70 43.52 BUILDING 12 BUILDING 18 GARAGE 6 46.46 LL 46.95 LL 46.08 46.11 46.49 LL 4 4 . 5 9 43.93 43.81 43.74 46.95 46.6 8 44.95 44.2144.24 GARAGE 3 3" STEP 2" STEP GARAGE 1 GARAGE 2 FF E = 4 7 . 0 2 FF E = 4 6 . 0 2 FF E = 4 7 . 6 5 FF E = 4 6 . 9 0 8" STEP GA R A G E 5 2' CURB CUT 2' CURB CUT 2' CURB CUT 47.02 46.52 45.62 4 6 . 1 7 46.20 4 7 . 0 3 46.20 CURBHEAD STEPS 2.0% 5.5% 2.0 % 2.0 % 2 . 0 % 2 . 0 % 3" STEP 2" STEP 12" STEP 2" STEP 2" STEP 2" STEP2" STEP 2.3% 45.79 45.69 3.5% 6" PVC @ 2% LL 4 5 . 4 8 45 . 5 3 45.5 0 46 . 4 2 46 . 2 2 4 4 . 7 1 44.77 44.66 44.57 FFE=44.89 44. 5 6 4 4 . 5 6 44.56 45 . 3 4 45 . 7 7 4 5 . 6 1 45.59 2. 0 % 2. 0 % 45.3 0 43.96 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL 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 GR A D I N G P L A N 21 1" = 20' N/A C 502 C 501 C 502 C 503 C 504 C 505 C 506 C 507 C 508 C 509 ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCHLINE SEE SHEET - C 505 MA T C H L I N E SE E S H E E T - C 5 0 3 MA T C H L I N E SE E S H E E T - C 5 0 1 UD UD F.O. X X X X X X X XX X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / LINK LANE DETENTION POND 1 0.6% 0.6% 0. 6 % 2.0% 0.6% 0. 6 % 0. 5 % 1. 4 % 0.6% 26' EAE 26' EAE 35' E&BE 30' E&BE 26' FL-FL 42' HALF ROW 52' FL-FL 15 ' U T I L I T Y E A S E M E N T 10' SIDEW A L K 6' S I D E W A L K 6' S I D E W A L K 26' EAE & PAE 26' PAE CO R D O V A R O A D FFE=44.10 1.9% 0.6% 0. 5 % 0. 5 % 0. 5 % 0. 5 % 4 3 . 6 6 44.70 44.71 43.21 43.44 43.58 4 3 . 8 5 43.36 4 4 . 3 7 42 . 8 1 42.32 42.27 4 1 . 1 6 42.48 41.90 41.21 41.85 3 8 . 0 8 43 . 7 2 43.10 43.10 42.98 42. 9 4 42.33 42.18 42.22 42.19 4 2 . 8 8 4 2 . 7 9 43.03 42.88 42.69 42.73 42.77 42.87 43 . 4 6 43 . 3 7 43 . 4 5 43 . 4 2 43.32 43.03 4 3 . 1 8 43.61 43.10 42.85 42.48 42.55 43.36 4 3 . 2 6 43.00 42.98 42.17 43.13 43.15 43.33 43.33 43.45 43.59 43.62 43 . 5 9 43.47 43.38 43.41 44.35 4 4 . 5 0 44.50 4 4 . 7 1 44.68 4 4 . 6 8 44.71 43.68 4 3 . 5 4 42.92 38.74 43.34 43.47 43.88 42 . 5 2 4 2 . 6 9 41.96 42.57 42.27 42.40 42.48 42.40 42.59 42 . 7 3 43 . 0 2 42.90 42.29 42.80 42.76 41.71 41.59 40.8441.09 41.83 41.79 41.65 42.09 41 . 9 6 42 . 0 1 42.15 41 . 4 7 4 1 . 3 4 41.84 43.82 42 . 6 542.7 7 41 . 5 8 4 1 . 5 8 41.58 41.58 38.00 LL LL 43.57 LL LL LL LL 43.37 4 3 . 3 0 LL 43.90 44 . 5 7 4 4 . 5 7 4 3 . 7 6 4 4 . 3 8 42.87 43.62 38.3 8 42.31 42.73 42.67 R R R 4:1 8: 1 3:1 STORM DRAIN 4 SEE SHEET C 630 STORMTECH CHAMBERS SEE SHEETS C 510, C 635 & C 807 LL 4 2 . 8 9 4 2 . 9 3 0. 6 % 0. 8 % 0. 4 % 1. 6 % 2. 0 % 2. 0 % 0. 5 % 0. 5 % 0.6% 2.0% 2.3% 2.0% 2.0% 2.0% 4.6% 1.3% 0. 8 % 2.0% 0. 6 % 43.16 42.90 4 3 . 6 9 44.09 HALF ROW VARIES FFE=43.43 FFE=43.60 FFE=44.26 43. 1 0 43. 2 6 43. 2 6 43. 4 3 GARAGE 5 8" STEP 3' CURB CUT 3.7% 0. 6 % 41.71 41.96 44.02 43 . 9 0 43 . 8 6 2" STEP 2" STEP LL 41.1 0 BO W 41.1 0 TOW 1.0% 0. 5 % 43.67 BOW 43. 9 9 TO W STORM DRAIN 8 SEE SHEET C 635 39.2 3 BO W 41. 5 0 BO W 39.06 39.33 39.37 39.35 39.55 39.53 39.17 38.78 43.26 42.83 2.0 % 24.3% 2.0 % 42 . 3 8 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL 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 GR A D I N G P L A N 22 1" = 20' N/A C 503 C 501 C 502 C 503 C 504 C 505 C 506 C 507 C 508 C 509 ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCHLINE SEE SHEET - C 506 MA T C H L I N E SE E S H E E T - C 5 0 2 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD NO R T H LE M A Y AV E N U E FFE=47.54 FFE=47.66 3.1 % 2.0% 0.8% 0. 6 % 0. 6 % 0.6% 2.6% 0. 5 % 0.6% 3.3% 0. 6 % 2.1% 0. 6 % 26' EAE 26' EAE 26' EAE 26' EAE 30' E&BE 30' E&BE 30' E&BE 24' FL-FL 24' FL-FL 6' SIDEWA L K 6' SIDEWAL K 6' S I D E W A L K 6' SIDEWA L K 5' S I D E W A L K 6' SIDEWA L K 5' S I D E W A L K 47.54 47.22 4 7 . 5 7 47.87 47.03 4 6 . 9 2 46.91 4 7 . 1 7 47.01 4 7 . 0 1 47.89 47 . 3 2 47.02 48 . 0 1 47 . 1 5 48.00 47.91 48.75 46.77 46 . 7 7 42.98 45.59 45.7345.73 47.96 48.02 42 . 6 4 46.89 4 8 . 9 5 48.19 46.95 4 7 . 4 4 4 7 . 1 4 4 7 . 2 2 47.10 47.48 47.44 4 7 . 1 7 47.47 47.37 47.23 4 6 . 8 6 4 6 . 8 9 4 6 . 8 9 46.90 47.90 46.90 48.80 48.72 48. 7 2 48.95 48.63 48.33 48.6 2 48. 3 4 48. 4 9 47. 8 9 47.85 47.91 47. 9 1 48.2 1 47.9 3 48.2 2 47.99 48.33 48.24 4 8 . 3 3 47.24 47.34 46.99 48.09 47.71 48.04 48.57 48 . 6 5 48. 3 2 47.00 48.25 4 8 . 2 5 4 8 . 1 5 47.60 47. 5 5 47.7 3 47.95 48.13 48.13 48.25 4 8 . 1 2 4 8 . 2 5 48.95 48.86 4 7 . 1 4 4 7 . 1 6 47.6 3 48.16 4 8 . 6 3 48.61 48.95 48.65 47.87 47.85 4 7 . 6 5 47.7 5 47.54 47.22 46.96 47.5 4 47.51 47.55 47.55 47.51 4 7 . 2 5 47.29 47.54 47.48 47.46 47.51 47 . 5 4 47.51 47.54 47.5 4 47.51 47.28 4 7 . 6 6 4 7 . 5 1 47.66 46.94 47.29 47.24 47.66 47.66 47.53 47.66 47 . 6 6 47.6 6 47.6 6 47.66 47.52 4 7 . 6 6 4 6 . 9 0 4 6 . 7 3 46.98 48.00 4 7 . 8 2 4 7 . 8 7 4 8 . 1 7 48.7 6 48 . 4 6 48 . 3 3 48.49 48 . 6 2 48.25 48.02 47.63 48.04 47.94 47. 9 6 47. 9 4 47.77 4 7 . 8 2 48.04 47.45 47.29 47.34 4 7 . 5 4 47.69 47.50 47.82 46.02 46.25 46.66 46.61 46.22 4 6 . 0 0 4 7 . 6 6 47.78 47.49 4 6 . 6 2 4 6 . 9 8 4 7 . 4 3 4 8 . 0 4 48. 0 6 47 . 3 9 47 . 9 1 47.95 48.04 4 8 . 0 0 46.75 46.16 46. 0 7 4 6 . 1 1 46 . 1 4 48.43 48.43 47.96 47.59 47.3 4 48.51 48.32 4 7 . 8 5 47.82 48 . 0 7 47 . 4 1 46 . 8 8 4 6 . 8 5 4 7 . 3 0 47.2246.7646.7947.32 48.66 48.57 48 . 6 6 48 . 6 3 48.55 48. 8 5 4 8 . 5 5 48.3 1 48.46 48.45 45.83 45.8 3 46 . 9 2 46. 9 2 47.74 47 . 7 7 47 . 8 4 4 7 . 8 7 48 . 3 3 47 . 3 6 47 . 3 2 46.79 46 . 7 5 46. 3 7 47 . 2 3 47 . 1 9 46.78 46.74 46.20 46.32 45 . 8 2 45.91 47.62 47. 6 2 47.48 47.48 46.95 46. 9 3 47.47 47.53 47 . 5 0 46 . 5 9 47.33 47. 4 4 4 3 . 1 4 4 7 . 3 8 47 . 3 2 LL LL LL LL LL LL LL LL LL LL LL LL LL 47. 6 2 47. 5 4 4 7 . 5 5 0.3% 46.9 4 47.0 7 4 6 . 9 3 4 7 . 1 1 47.02 47.01 46.66 46.55 46.38 48 . 5 0 48 . 5 1 47.45 47.48 45.73 45.73 47.32 46.1 1 R R R R R R R R R R R R R R R R R RR R 5:1 5: 1 4:1 4:1 EXISTING STORM DRAIN PROPOSED STORM DRAIN EASEMENT EXCLUSION EASEMENT EXCLUSION EA S E M E N T EX C L U S I O N STORM DRAIN 3 SEE SHEET C 631 STORM DRAIN 7 SEE SHEET C 630 2.0% 2.0% 4.9% 4.8% 2.0% 2.0% 2.0% 0.3% 0.9% 2.0% 0.8% 0.8% 0.3% 2.0% 2.0% 2.0% 0.6% 1.1% 2.3% 0. 1 % 2. 0 % 0. 6 % 0. 5 % 0. 5 % 0. 5 % 0. 6 % 0. 6 % 2. 0 % 2. 0 % 0. 1 % 0. 3 % 0. 2 % 0. 3 % 0. 5 % 0. 5 % 46.9 0 47.66 46. 5 5 47.52 46.82 2. 0 % 2. 2 % 0.7% 2. 2 % 1. 6 % 0. 4 % 2.7% 2.6% FF E = 4 8 . 9 5 FF E = 4 8 . 2 5 FF E = 4 8 . 3 3 FF E = 4 8 . 9 5 48.2 8 48.57 48.36 48.62 0. 6 % 3.1% 48.65 48.9 5 48.95 48.33 48.3 3 47. 9 7 48.38 48.42 48.68 48.95 48.33 48.17 48.16 48.25 48.1 5 48. 8 748.9 6 48.98 48.2 848. 2 8 45.96 47. 6 5 FFE=48.00 4 6 . 4 6 4 6 . 5 8 48.34 47. 4 5 4 8 . 3 4 1. 5 % 1.6% 1.5% 47.31 47.46 LL 47 . 1 6 BUILDING 8 BUILDING 6 FITNESS CENTER BU I L D I N G 5 BU I L D I N G 7 BU I L D I N G 9 BU I L D I N G 10 LL LL 47.39 LL LL 4 6 . 9 0 46.90 47.31 4 7 . 0 4 4 7 . 0 7 47.1046.96 47.38 47.54 47.33 46.89 47.1 547.1 8 4 7 . 0 7 4 7 . 0 5 47.57 2.0% 4 6 . 9 0 47.58 47.58 47.48 (2) STEPS PROPOSED NATURALIZED TRICKLE PAN W/ UNDERDRAIN SEE DETAIL, SHEET 67 2 . 0 % 2.0 % 46.47 LLLL LL LL LL LL LL LL LL 2 . 0 % 2.0 % HANDRAILS 8. 3 % LL LL 26' EAE 30' E&BE 47.36 4 7 . 2 7 47.33 4" CURB 4" CURB 4" CURB KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL 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 GR A D I N G P L A N 23 1" = 20' N/A C 504 C 501 C 502 C 503 C 504 C 505 C 506 C 507 C 508 C 509 ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCHLINE SEE SHEET - C 507 MA T C H L I N E SE E S H E E T - C 5 0 5 MATCHLINE SEE SHEET - C 501 UD UD UD UD UD UD UD FFE=45.63 FFE=44.71 3. 9 % 0. 6 % 0. 6 % 2.1% 0. 6 % 0.6% 1.1% 1.9% 0. 6 % 0. 6 % 0.6% 0.6% 1. 3 % 0. 6 % 2.7% 3. 9 % 0.6% 26' EAE 26' EAE 26' EAE 26' EAE 26' EAE 26' EAE 26' EAE 20' E&BE 30' E&BE 30' E&BE 30' E&BE 30' E&BE 45' E&BE 26' FL-FL 26' FL-FL 26' FL-FL 24' FL-FL 10 ' S I D E W A L K 10 ' S I D E W A L K 10 ' S I D E W A L K 6' SIDEWA L K 6' S I D E W A L K 6' S I D E W A L K 6' SIDEWALK 6' SIDEWA L K 6' SIDEWA L K 6' SIDEWALK 6' SIDEWAL K RAIN GARDEN M FFE=45.16 2.0% 0.6% 2.6% 1.7% 1.9% 47 . 1 6 46.57 47.66 45.25 44.83 43.84 44.6 5 4 4 . 2 3 44.52 4 6 . 6 8 46.92 46.91 46.13 4 4 . 7 1 45.53 45.21 44.98 4 4 . 9 8 43.65 43.29 43.82 43.98 44.27 46.15 45.31 44 . 7 3 44.88 44 . 6 0 44 . 6 1 46.84 42.54 4 4 . 0 4 43 . 1 2 4 2 . 4 5 43.13 4 4 . 2 3 44.02 45.6 3 45.80 43.39 4 3 . 4 7 43.75 44.41 4 4 . 5 7 45.04 4 6 . 8 9 4 6 . 8 9 46.90 46. 4 0 46.2346.90 47.5 4 47.51 47.5 4 47.54 4 6 . 7 7 46.79 47.55 47.36 47.19 47 . 5 5 47.28 47.25 47.51 47 . 5 4 47.54 47.51 47.51 47.24 4 7 . 4 5 47.66 47.66 47 . 6 6 47.48 47.6 6 46. 1 8 46. 2 2 47.66 47.66 45.20 46.02 46.25 46.22 4 6 . 0 0 43.14 43.37 45.73 45.85 43.72 43.55 44.31 44.53 43.30 43.39 43.90 43.96 46.11 4 4 . 3 9 4 4 . 4 9 4 4 . 8 1 4 4 . 4 6 4 4 . 3 4 4 3 . 4 4 4 3 . 2 2 4 3 . 8 0 4 3 . 7 1 4 3 . 9 2 4 4 . 3 1 44 . 0 7 43. 7 1 43. 7 2 4 3 . 7 2 4 3 . 7 0 4 3 . 4 9 43. 5 2 43.62 43.61 43.63 43.77 43.58 4 3 . 2 3 43 . 7 143.4 5 4 3 . 1 2 42.87 42 . 5 3 42.5 7 4 2 . 8 5 42.64 4 3 . 3 8 43.51 43.55 43.59 43.55 43.33 43.24 46.28 47.49 45.89 4 5 . 7 6 45 . 7 3 45.75 45.68 45.71 4 5 . 6 8 4 5 . 5 6 45.19 45.23 44.98 44.60 44.81 42 . 6 8 42.71 42.84 42.78 42 . 9 2 43.6 6 42 . 9 8 42.39 44.83 44.72 44.93 45.09 45.11 45.65 45.42 45.43 45.59 45.61 44.60 4 4 . 0 8 43.98 44.64 44.64 43.98 43.49 43.41 4 4 . 0 2 44 . 0 5 44.67 44.70 45.21 47 . 1 6 46 . 8 9 47.16 47.16 46.09 46.12 4 6 . 7 6 47.44 46.84 4 6 . 8 2 46.14 46. 1 1 45.66 44.95 44.95 45.69 45.32 45.35 4 5 . 2 5 45.25 45.11 45.25 45.25 4 5 . 2 5 44.89 45.11 45.24 45.25 45.21 45 . 2 1 45. 2 5 45.25 4 5 . 2 6 45.63 45.29 45.61 45.6 8 45.73 45 . 6 3 45 . 3 9 45.63 4 5 . 4 4 45.63 45.59 4 5 . 5 9 45.63 45.3 1 45.60 4 5 . 5 9 45 . 6 3 45.63 44. 9 5 44. 8 8 44 . 3 4 44.22 44.24 44.18 44.10 44.41 44.48 44.48 44.48 44 . 2 8 44.50 44.49 44. 4 9 4 4 . 5 2 4 4 . 5 2 44.33 44.43 4 3 . 8 6 43 . 8 8 44.52 44.52 43 . 6 8 43.65 4 4 . 5 2 4 4 . 5 2 43.88 43.93 44.45 44. 7 1 4 4 . 7 1 43.52 43.51 4 4 . 6 5 4 4 . 6 5 44. 6 8 44.70 43.71 43 . 2 2 43.18 43.79 43.0 2 4 3 . 0 5 44.01 43.19 43.4 9 43 . 5 3 43.57 43.94 43 . 8 0 43.9 5 43 . 6 3 43.8 0 44.91 44.85 4 4 . 2 3 44.18 44 . 3 5 44. 9 1 4 5 . 1 9 45.05 44.69 44 . 7 4 44 . 8 5 44.93 45.09 45.08 44.98 4 5 . 2 5 46. 3 7 46.3 3 45 . 7 6 46.36 46.32 45 . 9 1 4 5 . 8 7 45.2 3 46 . 2 3 4 6 . 1 7 45 . 1 7 45.97 46.01 46.08 45.62 4 6 . 1 5 46.17 45.61 46.04 46.08 4 6 . 2 6 46 . 1 8 46 . 2 4 4 6 . 3 4 46 . 6 2 46.6 9 46 . 3 1 46. 7 6 46.97 4 4 . 4 6 44. 2 044.20 44.4644.22 44.25 4 4 . 4 6 44.58 4 3 . 3 5 43.35 46.25 4 6 . 0 7 46.34 46.46 46.55 46.41 46.20 46.33 44.1 6 44 . 3 4 45.52 4 5 . 5 4 45.32 45.35 47.16 47 . 4 8 4 5 . 8 3 45 . 8 1 46.64 46 . 7 6 LL 4 6 . 2 6 LL LL LL LL LL 44.69 44.63 44.58 LL LL LL LL LL LL LL 4 6 . 2 7 LL LL LL LL LL LL LL LL 43.32 4 3 . 4 3 4 3 . 4 7 4 3 . 5 7 LL LL 43.36 46.70 LL 44.71 4 4 . 7 1 44 . 0 5 43.70 46 . 5 5 46.47 LL 47.62 47. 6 2 4 5 . 2 1 45 . 2 1 42.75 B O W 44 . 7 5 TOW 45 . 5 5 47.32 47.13 47.54 47 . 5 547.5 5 FFE=47.50 FFE=47.66 44.5 3 42.75 BOW 44.75 TOW 42.7 5 BOW 44.7 5 TOW 42.7 5 BOW 4 4 . 7 5 T O W 43.23 41.23 41.23 42.23 1.1% 1.9% 47.3 8 46.7 7 47.0 8 46.9 4 46.38 47.01 47.01 47.20 46.89 46 . 9 4 47.21 47.46 46.17 43.6 4 43 . 6 4 4 4 . 0 4 44 . 0 4 4 4 . 0 4 4 4 . 0 4 44 . 0 4 44 . 2 1 42 . 5 9 42 . 6 2 43.28 43.25 44.98 44.98 45.26 44.98 45 . 1 2 45 . 1 2 44 . 9 8 4 4 . 9 8 4 4 . 5 8 4 4 . 5 8 4 4 . 9 8 4 4 . 9 8 44.98 43.43 43.89 43 . 9 1 43 . 9 3 43.80 43.94 44.25 45.7 6 45.79 45.74 45.9 0 46.5 8 46 . 7 7 46.62 46 . 4 3 46.25 46.93 46.57 46.62 46.63 46.17 4 4 . 6 1 4 4 . 5 0 4 4 . 0 1 44.08 47.66 R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R 45.63 44.68 45.13 44.65 R R R R R R R R R R R PROPOSED 2' SIDEWALK CULVERT PROPOSED 6' CROSSPAN FOREBAY EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION 0.6% 2.0% 1.9% 0.3% 0.8% 0.8% 2.0% 2.0% 2.0% 2.0% 2.0% 2.3% 0.3% 2. 0 % 0. 6 % 0. 6 % 0. 5 % 0. 5 % 2. 0 % 2. 0 % 0. 6 % 0. 8 % 0. 6 % 0. 6 % 0. 9 % 2.0% 2.0% 2.0% 0. 6 % 0. 6 % 1. 1 % 0. 6 % 0. 6 % 2. 0 % 3. 1 % 0. 6 % 0. 0 % 3. 0 % 1. 0 % 2. 0 % 0. 3 % 0. 6 % 0. 6 % 2. 2 % 2. 0 % 2. 0 % 0. 4 % 1. 2 % 0.9% 0.0% 1.9% 2. 0 % 0. 4 % 2. 0 % 0.4% 1.9% 2.0% 0.3% 0.2% 3.4% 2.0% 2.0% 2.0% 2.0% 0.8% 0. 3 % 2.0% 0. 0 % 2.0% 1. 1 % 1.9% 2.1% 0.5% 1.8% 2. 2 % 4 5 . 1 3 46. 5 5 46.5 1 47.44 44.22 46.81 4 6 . 9 5 46.56 46.70 2. 0 % 2. 0 % 46.10 2. 2 % 0.6% 0.6%2. 0 % 1. 6 % 4 4 . 4 1 4 4 . 2 5 4 4 . 7 5 T O W 4 2 . 7 5 4 2 . 7 5 45.87 45.96 41. 2 3 41.87 FFE=43.60 FFE=44.26 FFE=44.43 FFE=43.76FFE=44.60 FFE=43.93 4 3 . 9 3 4 4 . 1 0 4 4 . 1 0 4 4 . 2 6 4 4 . 2 6 43 . 8 1 LL 5.6% 4 3 . 1 6 43 . 1 2 43.4 5 43.52 44 . 1 3 14 . 5 % LANDSCAPED WALL 22.0% 46 . 2 1 46 . 0 9 46.8 4 47.51 46 . 8 4 4 6 . 5 8 46.52 46.36 46.82 1. 5 % 1.5% 4 7 . 3 1 47.46 47.31 46 . 7 1 BUILDING 16 BUILDING 14 BUILDING 6 BUILDING 8 BUILDING 15 4 4 . 5 9 43.93 44 . 1 3 44.1 3 LL LL 44.20 44.20 LL 43.78 4 3 . 7 5 4 3 . 5 3 4 3 . 5 7 FFE=44.52 BUILDING 17 FFE=46.99 BUILDING 12 46.90 46.90 LL LL FFE=46.70 43 . 6 4 4 4 . 0 4 44 . 0 4 44. 1 5 44 . 1 5 46 . 0 0 46.27 46.95 46.6 8 44.74 44.71 44.71 44.84 4 4 . 0 8 4 3 . 9 4 4 3 . 8 4 45.6 3 44.95 46. 1 6 4 4 . 5 8 45.0 9 45.0 9 4 4 . 0 4 4 4 . 0 2 44.1844.13 44.20 43.48 LL LL LL 8" STEP GA R A G E 5 5% MAX SIDE SLOPE IN HATCHED AREA 5% MAX SIDE SLOPE IN HATCHED AREA 2. 2 % 1. 5 % 2' CURB CUT 4 6 . 9 0 (2) STEPS 45.08 45.20 44.59 44.47 44.49 44.70 44.51 44.96 2.0 % 2.0% 2.0% 1. 8 % 1. 7 % 2.0% 2. 0 % 2. 0 % 2.0 % 2.0 % 2.0% 2" STEP2" STEP LLLL LL LL 47.13 4 7 . 1 2 4 3 . 3 4 43.1943.25 4 3 . 5 4 4 3 . 5 5 4 3 . 2 3 43 . 6 9 43.64 4 3 . 9 4 43.8 8 44.05 45.63 45.29 45.2 5 45.3 0 45.3 0 45.63 45 . 7 3 45 . 7 3 45 . 5 9 45 . 5 9 R 45 . 5 3 45 . 5 0 45.2 3 43.39 43.37 44.62 4 4 . 4 2 44.50 44.27 44. 5 6 44. 7 1 43. 7 7 8" PVC STORM DRAIN 44.52 44.37 44.65 44.68 4 4 . 5 4 4 4 . 5 4 44.24 44.37 44.21 43.87 43 . 4 7 43.47 45.3 4 45.34 45.29 45.13 44.95 2. 0 % 45.3 0 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL 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 ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 GR A D I N G P L A N 24 1" = 20' N/A C 505 C 501 C 502 C 503 C 504 C 505 C 506 C 507 C 508 C 509 MATCHLINE SEE SHEET - C 508 MA T C H L I N E SE E S H E E T - C 5 0 6 MATCHLINE SEE SHEET - C 502 MA T C H L I N E SE E S H E E T - C 5 0 4 UD UD UD X X X X X X X / / / / / / / / / / / / / / / / FFE=44.52 DETENTION POND 1 CO R D O V A R O A D 0.6% 0. 6 % 0.6% 0. 5 % 3. 9 % 0.6% 30' EAE 26' FL-FL 30' FL-FL 15 ' U T I L I T Y E A S E M E N T 6' S I D E W A L K 6' S I D E W A L K 6' SIDEWAL K RAIN GARDEN D RAIN GARDEN C 20' E&BE FFE=44.10 FFE=44.43 0. 5 % 0. 6 % 0. 7 % 42.32 42.32 42.32 44.27 43.88 43.88 4 4 . 0 4 4 4 . 0 4 42.02 41.93 41.78 42.25 42.28 43.8 4 4 3 . 9 3 43.14 43.37 43.30 43.12 43.17 43.35 43.56 43.36 4 3 . 5 2 4 3 . 3 8 43. 5 2 43. 4 0 42.20 42.39 44.04 4 3 . 7 6 44.35 43.83 43.83 4 3 . 3 3 43 . 3 5 44 . 3 5 4 4 . 4 9 44. 4 9 4 4 . 5 2 44.52 43.65 4 3 . 4 5 43 . 4 9 4 3 . 2 6 43 . 2 7 44.52 44.52 44.52 44.52 44.52 44.52 42. 3 2 44.52 44 . 5 2 43 . 8 3 44.47 44 . 5 2 43.9 8 4 3 . 4 8 4 3 . 4 9 43.65 44.21 43.89 4 3 . 9 3 43.30 43.82 42.85 42.48 42.55 4 2 . 5 8 4 2 . 7 2 43.35 44.2 2 44.29 44. 7 1 44.71 44.71 43.55 4 4 . 1 1 44.6 6 4 4 . 6 5 43.28 42.32 44.71 4 4 . 7 1 42.66 42.32 4 3 . 3 5 42 . 3 2 42 . 3 4 44.49 44. 4 9 4 4 . 5 2 44.52 42 . 6 5 42 . 7 7 41.96 4 4 . 0 0 T O W 43 . 9 5 BO W 44.00 TOW 41. 5 0 BO W 4 4 . 0 0 TOW 41.50 BOW 4 1 . 5 7 B O W 43.6 8 TOW 41.10 TOW 41 . 0 5 BO W LL LL LL LL 43.23 41.23 41.23 42.23 42.23 41.23 41.2342.23 43 . 1 4 42.3 2 42 . 2 0 4 3 . 6 1 44.23 43 . 7 0 43 . 8 4 42 . 6 1 4 3 . 7 0 43 . 0 2 42 . 8 8 43 . 0 4 43 . 8 2 43 . 9 6 43.8 6 4 4 . 0 0 43.80 43.94 R R R R R R R R R R R R R LL 4:1 3:1 8:1 PROPOSED 2' CONCRETE PAN LANDSCAPE WALL CORDOVA ROAD PLAN & PROFILE SEE SHEET 31-32 EASEMENT EXCLUSION EASEMENT EXCLUSION STORM DRAIN 3 SEE SHEET C 631 STORM DRAIN 3 SEE SHEET C 631 2. 0 % 0. 6 % 5. 0 % 1. 6 % 0. 7 % 2.2% 2.3% 2.0% 0.0% 2. 2 % 2. 0 % 0. 0 % 2.1% 2.0% 2.0% 0.4% 0.3% 0.6% 0.0% 4 3 . 8 0 FFE=43.43 FFE=43.60 FFE=44.26 4 3 . 9 3 4 3 . 7 6 4 3 . 9 3 4 4 . 1 0 14 . 5 % 15 . 3 % BUILDING 17 GARAGE 5 BUILDING 14 43.8843.88 43.66 LL LL LL LL 44.61 8" STEP 2' CURB CUT 3' CURB CUT 4 3 . 4 3 4 4 . 0 6 3.7% 43.50 0.8% 2" STEP 2" STEP LL 43.33 43.32 44.17 44.29 43.35 43.35 R R R 4 4 . 7 1 42. 7 1 BO W 43.24 TOW 41 . 5 9 BO W 42.09 TOW 42.47 42.47 41.00 TOW 38 . 2 9 BO W 41 . 1 0 TO W 38.98 BOW 44.19 44. 4 7 4 4 . 4 9 44.2 8 44.0 6 43.4 4 43.5 5 43.26 43. 1 6 43.72 43.0443.48 43.00 43.14 43.27 43.41 43.2943.30 42.20 42.20 43.64 44.5 5 4 4 . 5 4 42.20 42.20 4 4 . 0 4 44. 2 1 43.59 44.6144.71 44. 5 7 44. 7 1 44.2 0 44. 7 1 44. 7 0 44. 7 0 3 8 . 3 7 3 8 . 3 7 39.08 38.3 7 39.3 7 38.37 5' 5' POND DEPTH GAGE 37.4 3 43.65 43.77 44.22 44.22 44.29 44.51 41.95 41.72 41.15 43.21 43.20 42.22 4 3 . 1 4 4 3 . 1 4 4 2 . 4 0 42.52 42.79 43.00 38 . 1 6 BOW 43.47 43.47 43.47 3. 5 % 2. 4 % 2.1% 24.3% 2.0 % KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL 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 GR A D I N G P L A N 25 1" = 20' N/A C 506 C 501 C 502 C 503 C 504 C 505 C 506 C 507 C 508 C 509 ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCHLINE SEE SHEET - C 509 MATCHLINE SEE SHEET - C 503 MA T C H L I N E SE E S H E E T - C 5 0 5 UD UD UD UD UD UD UD UD UD UD UD UD UD UDNO R T H LE M A Y AV E N U E FFE=47.47 EXISTING 5' WALK DUFF DRIVE 9' UTILITY EASEMENT 1 4 . 7 % 0. 6 % 0.5% 2. 0 % 0.5% 0. 6 % 2.0% 26' EAE 24' EAE 30' E&BE 35' E&BE 6' SIDEWALK 9.7% 47.87 47.3 7 47.15 46.66 47.22 46.14 47.40 47 . 8 5 47.10 46.87 45.54 46.53 46.52 47.96 41 . 9 6 41 . 8 8 46.81 46.7 9 48.62 4 8 . 2 1 48.65 48.57 48.6 5 48. 3 2 47.00 47.4146.97 48.36 47.90 48.31 48.32 48.0 5 47.54 47.82 46.26 46.71 47.69 47.73 4 8 . 0 5 47.61 48.0 4 46 . 7 9 47. 4 7 47. 3 9 47.16 47.29 47.37 47.38 47.40 48.04 47.94 47. 9 6 47. 9 4 47.77 47.45 47.29 47.34 47.54 47.82 47 . 8 2 46.9 7 46.85 47.04 47.10 46. 7 4 46 . 4 9 46.75 46.52 47.71 46 . 7 0 46 . 6 5 46 . 8 8 46.2 2 46 . 3 6 46.24 4 6 . 3 9 45.48 45.93 46 . 4 3 46 . 3 9 46 . 8 5 46.85 48.43 48.43 48.51 48.51 48.32 4 7 . 8 5 47.82 47.69 48.48 47.47 48.0 7 47 . 4 0 46 . 9 4 47 . 5 1 4 7 . 4 1 47 . 4 1 46. 5 2 47.46 47 . 2 1 47.47 47 . 2 4 47 . 4 7 47.30 47.05 46.94 47 . 0 1 47 . 1 2 47 . 3 5 4 6 . 9 1 4 7 . 4 6 47.16 47.38 46.6 2 4 7 . 4 1 47 . 5 1 47.55 47.00 47.20 47. 2 0 47. 5 6 47. 5 1 46 . 6 9 46 . 6 9 47.79 47.64 46.19 48.57 48 . 6 6 48 . 6 3 48.55 48. 8 5 4 8 . 5 5 48.3 1 48.46 48.45 45.8 3 47.91 47.55 47 . 6 5 45.49 47.7 1 47. 4 2 47 . 5 8 LL LL LL LLLLLL LLLL LL LL LL LL LL LL 47.50 47.41 1. 8 % 2.0% 2.0% 0.5% 0.0% 48 . 5 1 47 . 4 6 47.48 47.1 3 47.1947. 4 1 47.84 47.20 47 . 2 1 47.20 47.22 45.73 47.4 2 47.32 47.62 48. 2 3 46 . 5 2 46 . 7 5 46 . 7 4 46.88 46 . 7 8 R R R R R R RR 4:1 4:1 PROPOSED STORM DRAIN EASEMENT EXCLUSION STORM DRAIN 5 SEE SHEET C 633 2.0% 2.0% 2.0% 2.0% 18.9% 0. 5 % 0.2% 2. 0 % 0.3%0.5% 0.4% 1.5% 0.0% 2.5% 2.0% 2.0% 2.3% 0. 1 % 2. 0 % 2. 0 % 0. 5 % 2. 0 % 3. 5 % 0. 5 % 0. 4 % 0. 5 % 47.6 2 47.1 3 FF E = 4 8 . 6 5 FF E = 4 8 . 0 5 47 . 7 1 2.3% 46 . 4 5 46 . 9 3 48.2 8 48.36 4 7 . 2 1 4 8 . 0 5 4 8 . 6 5 48.65 48. 1 8 48.61 47. 4 7 48.05 47.26 48.65 48.42 47.97 47.92 47.96 47.54 48.5648.61 48.37 4 6 . 4 8 47 . 8 3 FFE=48.00 48.34 4 7 . 8 4 47.34 47.84 48.38 1.5% 1 . 8 % 1. 5 % 1.5% 47.46 47 . 4 6 47 . 0 6 47.33 47.37 BUILDING 1 FITNESS CENTER BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 2 46 . 4 8 45. 9 8 46.8 9 46 . 9 8 47 . 1 1 47 . 0 9 46 . 9 9 4 6 . 8 0 46 . 8 0 LL LL LL LL MONUMENT SIGN 47.58 47.58 47.48 8" PVC STORM DRAIN PROPOSED NATURALIZED TRICKLE PAN W/ UNDERDRAIN SEE DETAIL, SHEET 67 LLLL LL LLLL LL 2. 0 % 2. 0 % HANDRAILS 8. 3 % POOL COPING ELEV=47.46 5' SIDEWALK LL LL 4 6 . 3 4 4 6 . 5 7 46.22 46.35 47.34 47 . 3 3 46.6 1 4 6 . 3 4 0. 5 % 47.4 6 FF E = 4 7 . 7 5 4" CURB 4" CURB 8" PVC @ 2% 44. 8 9 45.23 2' CURB CUT 4 7 . 4 8 4 7 . 0 0 47.43 47. 5 4 47.46 R R R R 4 7 . 3 3 4 7 . 3 7 47 . 1 5 4 7 . 1 9 46.67 4 6 . 8 1 STAIRS 41. 6 7 47.46 47. 4 6 47 . 4 6 4 7 . 3 5 47 . 3 5 47.6 2 47.18 47.2 3 47.5 1 47.5 1 46.72 4 6 . 7 2 46.80 46.79 46.66 47.20 47 . 2 7 47 . 4 7 47 . 4 7 47.4 7 47.4 7 47.75 47.61 47.75 47.57 46.73 46.43 47. 2 2 47. 2 3 47. 2 4 47. 4 7 47. 4 7 46.7 5 46. 8 9 47.55 47. 2 8 47. 0 2 45.54 LL 47.75 47.56 4 7 . 6 2 4 7 . 7 5 47.62 47.41 47.72 4 7 . 6 2 47. 5 4 47.29 4 4 . 6 1 43.26 2. 0 % 47.39 46.7 7 2.0% 46.19 LL 46 . 4 7 46 . 8 7 47. 1 4 47.47 47.4 7 47.4 7 47.01 47 . 4 7 47.47 47.09 46 . 8 7 1. 7 % 1. 9 % 46 . 5 4 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL 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 GR A D I N G P L A N 26 1" = 20' N/A C 507 C 501 C 502 C 503 C 504 C 505 C 506 C 507 C 508 C 509 ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E SE E S H E E T - C 5 0 8 MATCHLINE SEE SHEET - C 504 UD UD UDUD UD UD GAS GAS GAS GAS FFE=45.15 FFE=46.26 DUFF DRIVE 9' UTILITY EASEMENT DUFF DRIVE 9' UTILITY EASEMENT 2.1% 0.5% 0. 6 % 0. 5 % 0. 6 % 0.8% 0.6%0.6% 0. 6 % 0. 3 % 0.6% 2.7% 0.6% FFE=47.43 26' EAE 26' EAE 26' EAE 26' EAE 30' E&BE 27' E&BE 30' E&BE 26' FL-FL 24' FL-FL 26' FL-FL 26' FL-FL 10 ' S I D E W A L K 10 ' S I D E W A L K 6' SIDEWALK 6' SIDEWALK 6' S I D E W A L K RAIN GARDEN A 26' FL-FL 26' EAE 0.0% 2.6% 0.8% 2.7%0.1% 0.3% 1.1% 0.6% 0. 6 % 0. 6 % 45.25 45.28 45.67 4 5 . 7 5 46.22 46 . 4 5 47.3 8 45 . 5 1 4 5 . 4 3 4 5 . 1 1 44.75 44.60 46.09 46.23 45.86 45.63 45.61 45 . 6 1 45.50 4 4 . 6 7 44.35 42.54 43.48 43.37 42 . 8 8 4 2 . 6 6 43.45 43 . 4 2 43.07 46.26 45.25 46.58 46 . 7 9 4 6 . 7 9 45.94 4 6 . 1 5 46.18 45.01 45.48 45.93 4 5 . 4 8 45.36 44.81 45.00 45.75 46.4 3 46 . 3 9 4 6 . 5 3 4 6 . 4 5 4 5 . 7 4 4 5 . 7 6 4 5 . 7 4 45.9 3 46 . 0 2 46.1 9 45.87 45 . 2 2 4 5 . 1 1 45.04 44.90 44 . 6 6 45.0 5 45 . 1 9 45.35 45.2845 . 3 2 44.96 44.78 44.68 44.36 44.25 4 4 . 2 4 4 4 . 1 0 44.23 43.95 43.87 44.16 4 3 . 7 1 4 3 . 7 7 4 4 . 1 8 44.19 44.30 4 3 . 5 6 4 3 . 4 9 4 3 . 4 0 4 3 . 2 4 42 . 6 8 42.71 42.84 42.78 42 . 9 2 43 . 6 6 42.9 8 42.39 45.04 44.97 44 . 7 4 44 . 8 4 45 . 2 9 45 . 2 6 45.21 45.65 45.87 45.88 45.86 46.18 45.53 45 . 3 0 45.44 47.4 0 47.5 1 4 7 . 4 0 4 7 . 5 1 4 7 . 5 1 4 7 . 1 2 46.89 46.56 4 7 . 5 1 47 . 5 1 46. 5 2 46.73 46.84 46.82 4 6 . 2 4 45.25 46.14 46. 1 1 45.11 45.25 4 4 . 8 9 4 5 . 2 5 45.21 4 5 . 2 1 45. 2 5 45.25 43 . 0 2 43.05 44.01 43.19 43 . 4 9 43 . 5 3 43.57 4 3 . 9 4 43 . 8 0 43 . 9 5 43 . 6 3 43 . 8 0 4 4 . 1 9 4 4 . 4 3 43.47 4 3 . 6 5 44.45 4 4 . 5 1 4 4 . 4 5 44.51 44.47 4 4 . 6 1 45.08 45.09 45.25 4 4 . 8 1 45.12 45.21 44.40 44.29 44.79 44.78 45.63 45.56 4 5 . 4 7 45.42 45.46 45.53 45.91 47.46 4 6 . 6 9 46.7 1 46.56 46. 6 0 46.26 46 . 2 6 4 6 . 2 6 46 . 2 6 46.22 46 . 2 2 44.89 46 . 2 6 45.67 4 6 . 2 6 46.26 46.2 5 4 6 . 2 2 46.0 1 46.26 46 . 2 2 46.26 46 . 2 6 4 6 . 2 6 46.26 4 6 . 2 6 46.26 45.82 45.81 45.72 45.69 45.80 45.74 45.77 45.8 0 45.53 45 . 5 5 4 5 . 4 0 45 . 4 3 45.22 45.2 5 45.11 45.1 4 44.89 44 . 9 2 4 4 . 7 3 44 . 7 7 44.72 42 . 4 0 46 . 2 6 46.26 44.87 44.80 4 5 . 8 7 4 5 . 8 4 46.22 46 . 2 2 4 5 . 7 2 45.8 3 46.21 46.39 46.20 46.28 46.47 46.40 4 6 . 2 5 4 6 . 2 5 46 . 1 4 46 . 4 5 46.26 46 . 8 8 43 . 5 7 45.8 0 45 . 6 9 FFE=46.46 44.61 LL LL LL LL LL LL LL LL LL LL LL LL 44 . 7 5 44 . 2 7 LLLLLL LL LL 47 . 4 0 46.88 46.70 4 5 . 2 1 44.5 0 43 . 5 0 43 . 5 0 43.5 0 43.5 0 44.5 0 44 . 5 0 44 . 5 0 44 . 5 0 46.2 3 45.33 46.17 47 . 4 6 47 . 4 6 4 6 . 7 9 4 6 . 7 9 4 6 . 7 9 4 6 . 3 9 4 5 . 0 8 45.50 45.61 45.61 45.54 45.61 45.52 4 5 . 6 6 4 5 . 6 1 45.48 45 . 6 2 43.97 44.51 44.59 44.60 44. 6 5 46 . 5 8 46 . 7 7 46.62 46.93 4 6 . 7 7 46.91 46.83 46.75 46.87 46.79 46.33 46.84 44.6044.74 R R R R R R R R R R R R R R R RR R R R R R R R R R R R FOREBAY EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION STORM DRAIN 5-2 SEE SHEET C 632 STORM DRAIN 5 SEE SHEET C 633 0.5%0.6% 2.0% 2.6% 2.4% 1.7% 2.0% 1.9% 2.0% 2.0% 1.0% 0.6% 1.7% 2.0% 0.8% 0.3% 0.5% 2. 0 % 0. 4 % 0. 4 % 0. 5 % 2. 0 % 2. 0 % 0. 6 % 1. 2 % 0. 5 % 2. 0 % 1. 9 % 1. 0 % 2. 0 % 2. 0 % 3. 8 % 1. 8 % 2. 0 % 2. 0 % 0.4% 1.7% 0.5%0.5% 3. 0 % 0. 0 % 2.0% 0. 3 % 2.0% 2. 0 % 4 5 . 2 4 4 5 . 1 3 4 4 . 9 7 4 4 . 5 0 44.74 4 5 . 0 9 47.38 46.32 FF E = 4 4 . 6 3 FF E = 4 4 . 4 7 FF E = 4 4 . 3 0 FF E = 4 4 . 1 3 44.30 44.13 44.13 43.97 43.97 43.80 4 3 . 1 6 43 . 1 2 43 . 4 5 43.52 44 . 1 3 44.30 44.13 44.13 43.97 43.97 43.80 25.0%25.0% 25 . 0 % 20 . 7 % 46 . 8 4 46.84 4 7 . 4 0 4 7 . 4 0 4.3% 46.82 LL 1.5% 1. 5 % 0.5% 1.5% 2.0% 47.46 47.20 4 7 . 2 4 2. 0 % 2. 0 % 46.67 46.7 9 47.324 6 . 8 4 46.59 46.84 47.37 46.84 46.84 46.84 46 . 8 4 46 . 7 1 46.63 47.40 BUILDING 15 CLUBHOUSE LEASING BUILDING 13BUILDING 1 44.1 3 44 . 1 3 45 . 7 2 45 . 7 2 45.6 8 46. 1 6 EASEMENT EXCLUSION GARAGE 7 2" STEP 47.4046.9046.9047.40 2. 0 % 2. 0 % 2. 0 % POOL COPING ELEV=47.46 2" STEP 2" STEP 5' SIDEWALK LLLL LLLL 46.24 46 . 0 6 46.34 4 6 . 5 7 46 . 7 9 46. 3 4 0.6% 0. 9 % 0.6% 1. 8 % 0.7% 4 6 . 3 4 4 6 . 5 7 46.55 46.57 47 . 1 7 47 . 2 8 47 . 2 4 47 . 2 4 47 . 4 0 47.3 1 47 . 4 6 47.3 1 R 45.7 0 45 . 3 4 45 . 4 4 45.3 9 45 . 1 7 44 . 4 0 44 . 2 9 0. 3 % 2.0% 0. 3 % 35 . 5 8 47 . 4 6 4 7 . 3 5 47 . 3 5 45.7 2 45.6 2 46 . 2 8 46 . 2 6 45.6345.9 3 46 . 6 8 43 . 5 1 47.20 47.47 46.70 46.10 45.9 7 47 . 4 7 46 . 7 7 45 . 8 3 4 5 . 6 5 4 6 . 3 1 46.4 1 46.3 6 45.21 45.21 46.2 2 46 . 2 2 FFE=47.03 8" PVC STORM DRAIN 8" PVC STORM DRAIN 4 6 . 0 0 4 6 . 3 9 4 6 . 3 9 44.25 43.39 47.47 4 7 . 0 9 45 . 5 4 4 6 . 8 2 46.80 3.9 % 2.2 % 3.3% 2.1% KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL 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 GR A D I N G P L A N 27 1" = 20' N/A C 508 C 501 C 502 C 503 C 504 C 505 C 506 C 507 C 508 C 509 ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E SE E S H E E T - C 5 0 9 MATCHLINE SEE SHEET - C 505 MA T C H L I N E SE E S H E E T - C 5 0 7 UD UD UD U D ST ST S T S T ST ST ST ST ST ST 9' UTILITY EASEMENT DETENTION POND 2 9' UTILITY EASEMENT 0.5% 0.6% 30' EAE RAIN GARDEN C 26' FL-FL 26' EAE DUFF DRIVE 0. 5 % 44.67 44.35 41.78 4 1 . 7 0 41.92 42.25 3 7 . 1 4 42.28 42.40 44.68 42.20 42.39 43.5 7 40.98 4: 1 EXISTING STORM DRAIN PROPOSED OUTLET STRUCTURE PROPOSED 2' CONCRETE PAN EXISTING STORM DRAIN PROPOSED 2' CONCRETE PAN POND OUTFALL 1-1 SEE SHEET C 630 FFE=39.36 5' SIDEWALK LL 0.5% STORMTECH CHAMBERS SEE SHEETS C 511, C 630, & C 808 45 . 3 4 45 . 4 4 45 . 3 9 45 . 1 7 44 . 4 0 44 . 2 9 0. 3 % 2.0% 0. 3 % 35.5 8 35 . 2 3 35.00 35 . 4 5 35 . 6 7 3 5 . 9 1 35 . 9 5 STORM DRAIN 3 SEE SHEET C 631 10' 10' 36.00 36. 0 0 36 . 0 0 36.00 37 . 0 0 37 . 0 0 POND DEPTH GAGE 0. 5 % 35 . 6 9 35 . 8 4 36 . 2 7 36 . 6 0 36 . 5 4 36 . 6 1 37 . 0 1 36 . 6 2 36 . 2 1 42 . 1 0 42.1 0 41.56 4 2 . 2 2 42.40 4 2 . 4 0 4 2 . 4 0 4 2 . 4 0 42.40 42.40 4 2 . 4 0 4 2 . 7 9 42.79 2 . 0 % 2.0% 2.0% 15 . 5 % 14.6% 24.5% 2.2 % KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL 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 GR A D I N G P L A N 28 1" = 20' N/A C 509 C 501 C 502 C 503 C 504 C 505 C 506 C 507 C 508 C 509 ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCHLINE SEE SHEET - C 506 MA T C H L I N E SE E S H E E T - C 5 0 8 UD UD UD UD UD UD UD UD UD UD UD UD UD UD 26' EAE 35' E&BE STORM DRAIN 8 SEE SHEET C 635 STORMTECH CHAMBERS SEE SHEETS C 635 & C 807 37 . 8 3 SG 3 7 . 7 3 SG 37.49 SG 37.3 8 SG 4 2 . 6 2 F G 42.66 FG 43.33 FG 43. 6 9 FG 42.17 FG 42.86 F G 4 3 . 1 2 FG 43.34 F G 43.06 F G 37.80 SG 0.5% 0.5% 0. 5 % 0. 5 % 0. 5 % 0.5% 0.5% INLET 8-4 INV. OUT=4939.04 (E) FG=4942.18 34.53 LF 18" HDPE @ 0.50% 19.50 LF 18" HDPE @ 0.50% CHAMBER WEIR MH 8-2 INV. IN=4938.87 (NW) INV. IN=4938.87 (NE) INV. OUT=4938.83 (SE) FG=4943.19 FES 8 INV. IN=4938.74 (NW) FG=4938.74 4.75 LF 18" HDPE @ 0.00% CHAMBER MANIFOLD 8-3 INV. IN=4938.87 (W) INV. IN=4938.87 (NE) INV. OUT=4938.87 (SE) FG=4943.24 TEE 8-2.2 INV. IN=4938.87 (NW) INV. IN=4938.87 (NE) INV. OUT=4938.87 (SE) FG=4943.21 END CHAMBER 8-3 INV. OUT=4939.17 (SW) FG=4943.37 END CHAMBER 8-2.2 INV. IN=4939.17 (NE) INV. OUT=4939.17 (SW) FG=4943.46 END CHAMBER 8-2 INV. OUT=4939.17 (SW) FG=4944.01 STORM DRAIN 8 SEE SHEET C 635 BEGIN CHAMBER 8-3 INV. IN=4938.89 (NE) INV. OUT=4938.89 (SW) FG=4943.46 BEGIN CHAMBER 8-2.2 INV. IN=4938.89 (NE) INV. OUT=4938.89 (SW) FG=4943.43 BEGIN CHAMBER 8-2 INV. IN=4938.89 (NE) INV. OUT=4938.89 (SW) FG=4943.37 4.58 LF 18" HDPE @ 0.50% 4.54 LF 18" HDPE @ 0.50% 4.61 LF 18" HDPE @ 0.50% END CHAMBER 8-2.1 INV. IN=4939.17 (NE) INV. OUT=4939.17 (SW) FG=4943.57 TEE 8-2.1 INV. IN=4938.87 (NE) INV. IN=4938.87 (NW) INV. OUT=4938.87 (SE) FG=4943.18 4.52 LF 18" HDPE @ 0.50% BEGIN CHAMBER 8-2.1 INV. IN=4938.89 (NE) INV. OUT=4938.89 (SW) FG=4943.40 0.5% 0.5% 0. 5 % 0. 5 % 0.5% 0.5% 0. 5 % 4.75 LF 18" HDPE @ 0.00% 4.75 LF 18" HDPE @ 0.00% INSPECTION PORT (TYP.) BASIN 8-2.2 30" NYLOPLAST CLEANOUT BASIN W/ SOLID LID INV. OUT=4939.17 (SW) FG=4943.48 BASIN 8-2.1 30" NYLOPLAST CLEANOUT BASIN W/ SOLID LID INV. OUT=4939.17 (SW) FG=4943.59 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet055 5 10 20 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL 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 SU B G R A D E P L A N 29 1"=5' N/A C 510 UD UD UD UD UD UD UD UD UD UD UD UD U D U D U D U D U D U D UD 36.3 4 SG 42. 3 2 FG 41.92 FG 0.5% 0. 5 % 0 . 5 % 0.5% 0 . 5 % 0.5% 4 2 . 0 9 F G CHAMBER MANIFOLD 9-4 INV. IN=4936.56 (SW) INV. OUT=4936.55 (NW) FG=4942.08 CHAMBER MANIFOLD 9-3 INV. IN=4936.54 (SW) INV. OUT=4936.54 (NE) INV. OUT=4936.52 (NW) FG=4941.93 CHAMBER MANIFOLD 9-2 INV. IN=4936.52 (S) INV. OUT=4936.52 (NE) INV. OUT=4936.50 (NW) FG=4941.77 INLET 9-1 INV. IN=4936.49 (SW) INV. OUT=4936.49 (N) FG=4941.56 FES 9 INV. OUT=4936.34 (NE) FG=4936.35 END CHAMBER 9-4 INV. IN=4936.85 (SE) FG=4942.22 END CHAMBER 9-2 INV. IN=4936.84 (SE) FG=4942.05 END CHAMBER 9-3 INV. IN=4936.83 (SE) INV. IN=4936.83 (NW) FG=4942.13 BEGIN CHAMBER 9-4 INV. IN=4936.57 (SE) INV. OUT=4936.57 (NW) FG=4942.09 BEGIN CHAMBER 9-3 INV. IN=4936.54 (SE) INV. OUT=4936.54 (NW) FG=4941.94 BEGIN CHAMBER 9-2 INV. IN=4936.52 (SE) INV. OUT=4936.52 (NW) FG=4941.79 30.05 LF 18" HDPE @ -0.50% 4.30 LF 12" HDPE @ -0.50% 4.75 LF 12" HDPE @ -0.50% 4.75 LF 12" HDPE @ -0.50% 3.56 LF 12" PVC @ -0.50% 3.56 LF 12" PVC @ -0.50% 3.56 LF 12" PVC @ -0.50% 36.34 SG 36.40 SG STORMTECH CHAMBERS SEE SHEETS C 630 & C 807 STORM DRAIN 9 SEE SHEET C 630 STORM DRAIN 3 SEE SHEET C 631 41.7 6 FG 36 . 0 0 SG 36 . 0 9 SG 4 2 . 2 3 F G BASIN 9-3 30" NYLOPLAST CLEANOUT BASIN W/ SOLID LID INV. OUT=4936.83 (SE) FG=4942.15 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet055 5 10 20 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; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.LEVEL LANDINGS [LL] TO BE 5'x5' W/ 2% MAX SLOPE AND CROSS-SLOPE. 11.ALL FOREBAYS MUST TO BE PLACED ON NATIVE OR COMPACTED SOILS 12.REFER TO DETAILED GRADING PLANS FOR FFE. 13.THE RECOMMENDED CROSS-SLOPE FOR SIDEWALKS TO ALLOW FOR MATERIAL AND CONSTRUCTION TOLERANCES IS 1.5%-2%. THE ABSOLUTE MAXIMUM CROSS-SLOPE FOR SIDEWALKS ALONG ACCESSIBLE ROUTES IS 2%. PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY RROOF DRAIN DOWN SPOUTS PROPOSED GRADE BREAK LEGEND NOTES LEVEL LANDING LL 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 SU B G R A D E P L A N 30 1"=5' N/A C 511 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE END CONSTRUCTION 150.0' VC HP ELEV = 4943.22 HP STA = 18+81.52 PVI STA = 18+81.52 PVI ELEV = 4943.43 BVCS: 18+06.52 BVCE: 4943.01 EVCS: 19+56.52 EVCE: 4943.01 A.D. = 1.10 K = 136.36 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = 4 9 4 3 . 6 2 FG = 4 9 4 3 . 7 8 FG = 4 9 4 3 . 7 5 FG = 4 9 4 3 . 5 5 FG = 4 9 4 3 . 2 7 FG = 4 9 4 3 . 0 0 FG = 4 9 4 2 . 8 1 FG = 4 9 4 2 . 8 1 FG = 4 9 4 3 . 0 0 FG = 4 9 4 3 . 1 8 FG = 4 9 4 3 . 1 5 FG = 4 9 4 2 . 9 2 FG = 4 9 4 2 . 5 8 FG = 4 9 4 2 . 4 2 FG = 4 9 4 2 . 4 7 FG = 4 9 4 2 . 7 0 FG = 4 9 4 2 . 9 8 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 0.55% -0.55% 0.55% -0.70%0.55% PV I S T A = 9 + 8 4 . 1 7 PV I E L E V = 4 9 4 3 . 5 3 PVI STA = 18+06.52 PVI ELEV = 4943.01 BV C S : 1 4 + 0 2 . 6 1 BV C E : 4 9 4 3 . 0 1 150.0' VC EV C S : 1 5 + 5 2 . 6 1 EV C E : 4 9 4 2 . 9 0 HIGH PT EL: 4943.19 HIGH PT STA: 14+68.61 PVI STA: 14+77.61 PVI EL: 4943.43 AD: 1.25 K: 120.00 150.0' VC HP ELEV = 4943.79 HP STA = 10+68.50 PVI STA = 10+68.50 PVI ELEV = 4944.00 BV C S : 9 + 9 3 . 5 0 BV C E : 4 9 4 3 . 5 8 EV C S : 1 1 + 4 3 . 5 0 EV C E : 4 9 4 3 . 5 8 A.D. = 1.10 K = 136.35 150.0' VC LOW PT ELEV = 4942.79 LOW PT STA = 13+24.97 PVI STA = 13+24.97 PVI ELEV = 4942.59 BV C S : 1 2 + 4 9 . 9 7 BV C E : 4 9 4 3 . 0 0 EV C S : 1 3 + 9 9 . 9 7 EV C E : 4 9 4 3 . 0 0 A.D. = 1.10 K = 136.35 150.0' VC PVI STA: 16+55.19 PVI EL: 4942.18 AD: 1.25 K: 120.00 LOW PT EL: 4942.41 LOW PT STA: 16+64.19 BC V S : 1 5 + 8 0 . 1 9 BV C E : 4 9 4 2 . 7 1 EC V S : 1 7 + 3 0 . 1 9 EV C E : 4 9 4 2 . 5 9 0.50% -0.55% -0.69%0.55%-0.54% -0.50%0.50% 0.54% 0.50%0.55%-0.50% PV I S T A = 9 + 6 6 . 7 3 PV I E L E V = 4 9 4 2 . 9 2 PV I S T A = 1 1 + 6 3 . 4 2 PV I E L E V = 4 9 4 2 . 7 8 PV I S T A = 1 5 + 9 6 . 5 8 PV I E L E V = 4 9 4 1 . 9 3 PV I S T A = 1 8 + 1 0 . 9 4 PV I E L E V = 4 9 4 2 . 3 2 PV I S T A = 1 2 + 5 7 . 1 2 PV I E L E V = 4 9 4 2 . 2 7 PV I S T A = 1 3 + 2 6 . 6 5 PV I E L E V = 4 9 4 1 . 9 2 PV I S T A = 1 3 + 9 6 . 1 8 PV I E L E V = 4 9 4 2 . 2 7 PV I S T A = 1 7 + 2 8 . 5 5 PV I E L E V = 4 9 4 1 . 8 7 PV I S T A = 1 7 + 6 7 . 9 6 PV I E L E V = 4 9 4 2 . 0 8 PV I S T A = 1 6 + 6 8 . 6 1 PV I E L E V = 4 9 4 1 . 5 7 150.0' VC HP ELEV = 4943.17 HP STA = 10+53.09 PVI STA = 10+56.67 PVI ELEV = 4943.37 BV C S : 9 + 8 1 . 6 7 BV C E : 4 9 4 2 . 9 9 EV C S : 1 1 + 3 1 . 6 7 EV C E : 4 9 4 2 . 9 5 A.D. = 1.05 K = 142.84 BV C S : 1 4 + 0 5 . 8 7 BV C E : 4 9 4 2 . 3 2 150.0' VC EV C S : 1 5 + 5 5 . 8 7 EV C E : 4 9 4 2 . 2 1 HIGH PT EL: 4942.50 HIGH PT STA: 14+71.74 PVI STA: 14+80.87 PVI EL: 4942.73 AD: 1.24 K: 121.39 -0.50% -0.55% 0.55%-0.56% -0.50%0.50%0.55% 0.56% -0.71%0.50% 1.16% PV I S T A = 9 + 8 4 . 1 7 PV I E L E V = 4 9 4 2 . 3 3 PV I S T A = 1 6 + 5 9 . 7 8 PV I E L E V = 4 9 4 1 . 5 7 PV I S T A = 1 1 + 6 3 . 4 3 PV I E L E V = 4 9 4 2 . 7 8 PV I S T A = 1 8 + 0 2 . 1 0 PV I E L E V = 4 9 4 2 . 3 2 PV I S T A = 1 2 + 5 2 . 6 9 PV I E L E V = 4 9 4 2 . 2 8 PV I S T A = 1 3 + 2 3 . 2 9 PV I E L E V = 4 9 4 1 . 9 3 PV I S T A = 1 7 + 2 2 . 9 3 PV I E L E V = 4 9 4 1 . 8 8 PV I S T A = 1 7 + 5 9 . 1 3 PV I E L E V = 4 9 4 2 . 0 8 PV I S T A = 1 5 + 8 7 . 6 0 PV I E L E V = 4 9 4 1 . 9 3 PV I S T A = 1 3 + 9 3 . 9 0 PV I E L E V = 4 9 4 2 . 2 8 150.0' VC HP ELEV = 4943.02 HP STA = 10+95.05 PVI STA = 10+68.30 PVI ELEV = 4943.30 BV C S : 9 + 9 3 . 3 0 BV C E : 4 9 4 2 . 4 3 EV C S : 1 1 + 4 3 . 3 0 EV C E : 4 9 4 2 . 8 9 A.D. = 1.70 K = 88.09 BV C S : 1 3 + 9 9 . 3 4 BV C E : 4 9 4 2 . 3 1 150.0' VC EV C S : 1 5 + 4 9 . 3 4 EV C E : 4 9 4 2 . 2 0 HIGH PT EL: 4942.50 HIGH PT STA: 14+65.34 PVI STA: 14+74.34 PVI EL: 4942.73 AD: 1.26 K: 118.75 FG = 4 9 4 3 . 0 7 FG = 4 9 4 3 . 1 7 FG = 4 9 4 3 . 0 9 FG = 4 9 4 2 . 8 5 FG = 4 9 4 2 . 5 8 FG = 4 9 4 2 . 3 1 FG = 4 9 4 2 . 0 6 FG = 4 9 4 2 . 0 4 FG = 4 9 4 2 . 2 9 FG = 4 9 4 2 . 4 8 FG = 4 9 4 2 . 4 7 FG = 4 9 4 2 . 2 5 FG = 4 9 4 1 . 9 1 FG = 4 9 4 1 . 6 6 FG = 4 9 4 1 . 7 3 FG = 4 9 4 1 . 9 9 FG = 4 9 4 2 . 2 6 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 END CONSTRUCTION END CONSTRUCTION PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED BARRICADE (TYP.) PROPOSED BARRICADE (TYP.) PROPOSED BARRICADE (TYP.) FG = FG = 4 9 4 2 . 5 1 FG = 4 9 4 2 . 9 1 FG = 4 9 4 3 . 0 2 FG = 4 9 4 2 . 8 5 FG = 4 9 4 2 . 5 8 FG = 4 9 4 2 . 3 0 FG = 4 9 4 2 . 0 5 FG = 4 9 4 2 . 0 6 FG = 4 9 4 2 . 3 2 FG = 4 9 4 2 . 4 9 FG = 4 9 4 2 . 4 5 FG = 4 9 4 2 . 2 0 FG = 4 9 4 1 . 8 7 FG = 4 9 4 1 . 6 2 FG = 4 9 4 1 . 7 7 FG = 4 9 4 2 . 0 3 FG = 4 9 4 2 . 3 1 FG = 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 PROPOSED BARRICADE (TYP.) BEGIN CONSTRUCTION BEGIN CONSTRUCTION BEGIN CONSTRUCTION PROPOSED BARRICADE (TYP.) FUTURE GRADE FUTURE GRADE FUTURE GRADE PROPOSED BARRICADE (TYP.) T E S T S T A V A U L T E L E C ST E L E C F. O . X X XX X X X X X X ST STSTST / / / / / / / / / / / / / / / / 42 ' H A L F R O W 6' SIDEWA L K PROPOSED STORM DRAIN DETENTION POND 1 PROPOSED STORM DRAIN CORDOVA ROAD 12 ' S I D E W A L K CORDOV A R O A D DU F F D R I V E NO R T H LI N K L A N E PROPOSED BARRICADE (TYP.) DETENTION POND 2 FUTURE CORDOVA R O A D NO R T H L I N K L A N E HA L F R O W V A R I E S 19+00 STA. MA T C H LI N E STA: 14+98.45 (0.00', ) BEGIN PAVEMENT STA: 14+95.00 (0.00', ) BEGIN PAVEMENT STA: 14+91.55 (0.00', ) BEGIN PAVEMENT PROPOSED BARRICADE (TYP.) FUTURE CORDOVA ROAD KEYMAP NOT TO SCALE ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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 TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET LEGEND NOTES RESERVED PARKING P0TS 1 2 3L 3R 4 4A 3 SITE SIGN LEGEND 4B BIKE LANE AHEAD ENDS LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL BIKE LANE BIKE LANE 6 SPEED LIMIT 25 5 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 CO R D O V A R O A D P L A N & P R O F I L E 31 1" = 40' 1" = 5' C 512 CENTERLINE CORDOVA ROAD HORIZ: 1" = 40' | VERT: 1" = 5' LEFT FLOWLINE CORDOVA ROAD HORIZ: 1" = 40' | VERT: 1" = 5' RIGHT FLOWLINE CORDOVA ROAD HORIZ: 1" = 40' | VERT: 1" = 5' C 5 1 2 C 51 3 MA T C H LI N E SE E S H E E T C 5 1 3 X X X X X X X X X X X X X X X FUTURE CORDOVA ROA D F U T U R E 8 4 ' R O W F U T U R E 5 2 ' F L - F L FUTURE 6' SI D E W A L K FUTURE 14' UTILITY EA S E M E N T FUTURE 30" VERTICAL CURB & GUTTER FUTURE 6' SID E W A L K FUTURE 14' UTILITY EA S E M E N T FUTURE 30" VERTICAL CURB & GUTTER FUTU R E CORD O V A R O A D 19+00 STA . M A T C H L I N E 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 -0.55% 0.55%-0.55% PV I S T A = 2 8 + 0 8 . 4 6 PV I E L E V = 4 9 4 0 . 7 8 EV C S : 1 9 + 5 6 . 5 2 EV C E : 4 9 4 3 . 0 1 150.0' VC HP ELEV = 4941.94 HP STA = 25+59.66 PVI STA = 25+59.66 PVI ELEV = 4942.15 BV C S : 2 4 + 8 4 . 6 6 BV C E : 4 9 4 1 . 7 4 EV C S : 2 6 + 3 4 . 6 6 EV C E : 4 9 4 1 . 7 4 A.D. = 1.10 K = 136.36 150.0' VC LOW PT ELEV = 4941.13 LOW PT STA = 23+36.88 PVI STA = 23+36.88 PVI ELEV = 4940.92 BV C S : 2 2 + 6 1 . 8 8 BV C E : 4 9 4 1 . 3 3 EV C S : 2 4 + 1 1 . 8 8 EV C E : 4 9 4 1 . 3 3 A.D. = 1.10 K = 136.36 FUTURE GRADE EXISTING GROUND FG = 4 9 4 3 . 2 1 FG = 4 9 4 3 . 0 5 FG = 4 9 4 2 . 7 8 FG = 4 9 4 2 . 5 0 FG = 4 9 4 2 . 2 3 FG = 4 9 4 1 . 9 5 FG = 4 9 4 1 . 6 8 FG = 4 9 4 1 . 4 0 FG = 4 9 4 1 . 1 8 FG = 4 9 4 1 . 1 3 FG = 4 9 4 1 . 2 7 FG = 4 9 4 1 . 5 4 FG = 4 9 4 1 . 8 1 FG = 4 9 4 1 . 9 4 FG = 4 9 4 1 . 8 8 FG = 4 9 4 1 . 6 5 FG = 4 9 4 1 . 3 8 FG = 4 9 4 1 . 1 0 FG = 4 9 4 0 . 8 3 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 KEYMAP NOT TO SCALE ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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 TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET LEGEND NOTES RESERVED PARKING P0TS 1 2 3L 3R 4 4A 3 SITE SIGN LEGEND 4B BIKE LANE AHEAD ENDS LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL BIKE LANE BIKE LANE 6 SPEED LIMIT 25 5 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 CO R D O V A R O A D P L A N & P R O F I L E 32 1" = 40' 1" = 5' C 513 CENTERLINE CORDOVA ROAD HORIZ: 1" = 40' | VERT: 1" = 5' C 5 1 2 C 51 3 MA T C H LI N E SE E S H E E T C 5 1 2 ℄ 15+00 4933 4935 4940 4945 4933 4935 4940 4945 0 20 40 60 800-20-40-60-80 ℄ 15+50 4933 4935 4940 4945 4933 4935 4940 4945 0 20 40 60 800-20-40-60-80 ℄ 16+00 4933 4935 4940 4945 4933 4935 4940 4945 0 20 40 60 800-20-40-60-80 ℄ 16+50 4932 4935 4940 4945 4932 4935 4940 4945 0 20 40 60 800-20-40-60-80 ℄ 17+00 4932 4935 4940 4945 4932 4935 4940 4945 0 20 40 60 800-20-40-60-80 ℄ 17+50 4933 4935 4940 4945 4933 4935 4940 4945 0 20 40 60 800-20-40-60-80 ℄ 18+00 4933 4935 4940 4945 4933 4935 4940 4945 0 20 40 60 800-20-40-60-80 2.21%2.19%2.20%2.20%2.20%2.20% 2.56%2.56%2.30%2.30% 2.20%2.20% 2.20%2.20% 49 4 0 . 5 49 4 0 . 5 49 4 0 . 6 49 3 8 . 3 49 3 8 . 4 49 3 8 . 4 49 3 8 . 6 PR O P O S E D R O W PR O P O S E D E S M T PR O P O S E D R O W PR O P O S E D E S M T PR O P O S E D R O W PR O P O S E D E S M T PR O P O S E D R O W PR O P O S E D E S M T PR O P O S E D R O W PR O P O S E D E S M T PR O P O S E D R O W PR O P O S E D E S M T PR O P O S E D R O W PR O P O S E D E S M T 49 4 0 . 5 49 4 0 . 5 49 4 0 . 6 49 3 8 . 3 49 3 8 . 4 49 3 8 . 4 49 3 8 . 6 PROPOSED STORM PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E HYD T E S T S T A H 2 O V A U L T E L E C ST HYD E L E C S F. O . W X X XX SS X X X X X X FO ST STSTST / / / / / / / / / / / / / / / / 15 + 0 0 15 + 5 0 16 + 0 0 16 + 5 0 17 + 0 0 17 + 5 0 18 + 0 0 42 ' H A L F R O W 52 ' F L - F L 6' SIDEWA L K DETENTION POND 1 CORDOVA ROAD CORDOV A R O A D DU F F D R I V E DETENTION POND 2 NO R T H L I N K L A N E HA L F R O W V A R I E S 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 KEYMAP NOT TO SCALE ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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 TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET LEGEND NOTES RESERVED PARKING P0TS 1 2 3L 3R 4 4A 3 SITE SIGN LEGEND 4B BIKE LANE AHEAD ENDS LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL BIKE LANE BIKE LANE 6 SPEED LIMIT 25 5 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 CO R D O V A R O A D C R O S S - S E C T I O N S 33 1" = 40' 1" = 5' C 514 T E S T S T A V A U L T E L E C ST V A U L T E L E C E L E C E L E C F. O . X X X XX X X X X X X X ST STSTST / / / / / / / / / / / / / / / / 42 ' R O W (R O W V A R I E S ) 6' SIDEWA L K DETENTION POND 1 FUTURE CORDOVA ROAD 12 ' S I D E W A L K BU I L D I N G CORDOV A R O A D DU F F D R I V E NO R T H L I N K L A N E PROPOSED TYPE III BARRICADE (TYP.) DETENTION POND 2 L A A 9 9STA.=14+95.00 OFFSET=16' BEGIN 1 STA.=14+95.00 OFFSET=19' BEGIN 1 STA.=16+18.04 OFFSET=19' END 1 STA.=17+18.04 OFFSET=16' END 6 STA.=17+18.04 OFFSET=19' END 1 STA.=17+18.04 OFFSET=16' END 1 STA.=15+79.54 OFFSET=5' BEGIN 7 STA.=15+79.54 OFFSET=5' BEGIN 4 ℄ STA.=17+18.04 OFF.=5.0' R BEGIN / END A ℄ STA.=17+18.04 OFF.=5.0' L BEGIN / END A NO R T H L I N K L A N E STA.=15+79.57 OFFSET=5' END 5 STA.=14+94.95 OFFSET=1' BEGIN 5 STA.=15+79.59 OFFSET=5' END 5 STA.=16+18.04 OFFSET=16' END 1 STA.=16+18.04 OFFSET=16' BEGIN 6 HA L F R O W V A R I E S STA.=14+94.95 OFFSET=6' BEGIN 5 STA.=14+95.00 OFFSET=19' BEGIN 1 STA.=14+95.00 OFFSET=16' BEGIN 1 KEYMAP NOT TO SCALE ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.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 TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET LEGEND NOTES RESERVED PARKING P0TS 1 2 3L 3R 4 4A 3 SITE SIGN LEGEND 4B BIKE LANE AHEAD ENDS LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL LANE FIRE NO PARKING BY ORDER OF THE FIRE MARSHAL BIKE LANE BIKE LANE 6 SPEED LIMIT 25 5 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 CO R D O V A R O A D S T R I P I N G P L A N 34 1" = 40' N/A C 515 YELLOW BUFFER CROSS HATCHING10 4" WHITE THERMOPLASTIC BUFFER CROSS HATCHING 4" SOLID YELLOW LINE 6" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B KA E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES 10'30'10'30'10'4" BROKEN WHITE12 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'9'3'9'3'4" WHITE DASHED LINE O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE. 3'3'3'3'3'8" WHITE DASHED LINE (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 30'10'30'10' STRIPING LEGEND STRIPING NOTES F.O. X X X X X X X XX X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / NORTH LIN K L A N E 26' FL-FL 42' HALF ROW 52' FL-FL 15 ' U T I L I T Y E A S E M E N T CO R D O V A R O A D 42.32 43.01 42 . 9 6 42.27 4 2 . 3 2 41 . 1 0 40.84 4 1 . 5 6 41.85 42. 5 5 42.6041.90 42.0 1 42.37 42.66 42.15 42.78 42.15 42.01 41.47 41 . 3 4 41 . 8 4 41 . 9 6 42.0 9 42.76 42.80 42.29 4 3 . 0 2 42.90 42. 5 9 42.27 42.5 7 42 . 6 9 41.96 42 . 4 8 42.4 0 41.79 41.65 41.21 41.09 41.71 41.83 41.59 40.2 7 40.21 40.96 3. 8 % 4. 2 % 2. 5 % 4. 0 % 0. 5 % 0. 4 % 0. 5 % 0. 5 % 0. 5 % 2 . 0 % 0. 6 % 0.5 % 0. 5 % 2.2%0. 6 % 2.2% 0. 6 % 0. 5 % 2.4% 2.2% 5. 0 % 2.2% 2.2% NORTH LIN K L A N E HALF ROW VARIES KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 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 IN T E R S E C T I O N D E T A I L S 35 1" = 20' N/A C 516 INTERSECTION DETAILA CORDOVA ROAD AND LINK LANE B A / / / / / / / / / / / / / / / / 12 " W 12 " W 12 " W F F T T T T T S S F S F W S S E E E E E W W S S F W F VAULT ELEC S S E E E E E E E E E E E E E E E E E E W F S S S S W F F W T T S W T S UD UD UD UD UD VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E E E E VA U L T EL E C VA U L T EL E C E E E E T E E E E T VAULT ELECE E E E E E E E E T E E T S S S S W W W W T E EE T E W UDUD UD E E E E E E E E E E E E E EE E E E E E E E E E E E E W S S W W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD S W W W F W UD S HYD TEST STAH2O VAUL T ELEC H YD TEST STA A R V H2O V.P. ST HY D W VAUL T ELEC ELEC ELEC S F.O. W VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC X X XX SS SS SS X X X X X 12 " W 12" W E 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W E 8" W W G G E E E G G 12" W EFO 12" W E E E E E E E E E E E E E E E E E E E E E 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24 " W STST ST SS GAS EXISTING 10" SANITARY SEWER (BOXELDER) EXISTING 8" WATER (ELCO) CONNECT TO EXISTING WATER LINE CONNECT TO EXISTING SANITARY SEWER MANHOLE 4' SANITARY MANHOLE (TYP.) EXISTING 12" WATER (ELCO) EXISTING 24" WATER (NWCWD) CONNECT TO EXISTING WATERLINE EXISTING ELECTRIC EXISTING STREET LIGHT (TYP.) CONNECT TO EXISTING STORM DRAIN EXISTING STORM DRAIN EXISTING GAS LINE EXISTING FIRE HYDRANT EXISTING 12" WATER (ELCO) PROPOSED POND OUTLET STRUCTURE PROPOSED POND OUTLET STRUCTURE TRANSFORMER (TYP.) EXISTING 8" SANITARY SEWER (BOXELDER) CONNECT TO EXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT TEMPORARY FIRE HYDRANT TEMPORARY FIRE HYDRANT EXISTING FIRE HYDRANT SANITARY SEWER SERVICE (TYP.) WATER SERVICE (TYP.) FIRE SERVICE (TYP.) EXISTING STORM DRAIN PROPOSED WATER METER (TYP.) BLANKET DRAINAGE & UTILITY EASEMENT DETENTION POND 2 DETENTION POND 1 RAIN GARDEN D RAIN GAR D E N B RAIN GARDEN A RAIN GARDEN M NO R T H L E M A Y A V E N U E DUFF DRIVE CO R D O V A R O A D LINK LANE STORM DRAIN 5-2 SEE SHEET C 632 STORM DRAIN 3-2 SEE SHEET C 632 STORM DRAIN 6 SEE SHEET C 635 STORM DRAIN 1 SEE SHEET C 630 STORM DRAIN 5 SEE SHEET C 633 STORM DRAIN 4 SEE SHEET C 630 STORM DRAIN 5 SEE SHEET C 633 STORM DRAIN 8 SEE SHEET C 635 STORM DRAIN 3 SEE SHEET C 631 WATER LINE 2 SEE SHEETS C 622 - C 623 WATER LINE 2 SEE SHEETS C 622 - C 623 WATER LINE 1 SEE SHEETS C 620 - C 621 WATER LINE 1 SEE SHEETS C 620 - C 621 WATER LINE 3 SEE SHEET C 624 WATER LINE 4 SEE SHEET C 625 SANITARY SEWER A SEE SHEETS C 610 - C 612 SANITARY SEWER A5 SEE SHEET C 612 SANITARY SEWER A7 SEE SHEET C 612 SANITARY SEWER B SEE SHEETS C 613 - C 614 SANITARY SEWER B3 SEE SHEET C 614 WATER LINE 2 SEE SHEETS C 622 - C 623 SANITARY SEWER B SEE SHEETS C 613 - C 614 SANITARY SEWER B2-1 SEE SHEET C 615 SANITARY SEWER B2 SEE SHEET C 615 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 28' E&BE 30' E&BE 26' EAE 30' E&BE 26' EAE 26' EAE 26' EAE 26' EAE 35' E&BE 26' EAE 26' EAE 26' EAE 35' E&BE26' EAE 30' E&BE 26' EAE 26' EAE 30' E&BE 30' EAE 26' E&BE 30' E&BE 45' E&BE 20' E&BE 30' FL-FL WATER LINE 3 SEE SHEET C 624 STORM DRAIN 7 SEE SHEET C 630 26' EAE 30' E&BE METER PIT-2"Ø METER PIT-1"Ø SANITARY SEWER B3 SEE SHEET C 614 FIRE HYDRANT ASSEMBLY (TYP.) TEMP. FIRE HYDRANT ASSEMBLY (TYP.) FIRE HYDRANT ASSEMBLY (TYP.) 40' E&BE FIRE HYDRANT NORTH LIN K L A N E AE R O L A N E DRY UTILITY PLAN SEE SHEET C 605 STORMTECH CHAMBERS SEE SHEETS C 510, C 635, & C 807 BUILDING 8 BUILDING 6 BUILDING 13 BUILDING 16 BUILDING 17 BUILDING 12 BUILDING 18 BUILDING 14 BUILDING 1 BUILDING 15 C L U B H O U S E FI T N E S S C E N T E R GARAGE 5 GARAGE 6 GARAGE 2 GARAGE 1 GARAGE 3 GARAGE 7 GA R A G E 4 LEASING BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 BU I L D I N G 7 BU I L D I N G 9 BU I L D I N G 10 BU I L D I N G 11 BU I L D I N G 2 30' E&BE WATER SERVICE (TYP.) STORM DRAIN 9 SEE SHEET C 630 SANITARY SEWER A4 SEE SHEET C 612 STORMTECH CHAMBERS SEE SHEETS C 511, C 630, & C 808 PUBLIC STREET LIGHT (TYP.) PRIVATE STREET LIGHT (TYP.) KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 EAST LARIMER COUNTY WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT 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 4.5' - 5.5' 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 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 ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE SHEET C 802) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 LEGEND NOTES 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT OV E R A L L U T I L I T Y P L A N 36 1" = 50' N/A C 600 C 601 C 602 C 603 C 604 F T T S E S W E E E E E E E E F VAULT ELEC S W F W F E UD UD UD UD E E E E E E E E E T E E E E E T E E E E E E E E E S S S S W W T E E E E E E E E E E E E E E E E E E E E E E E E E W E E E E E E E E E E E E E E E UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD W VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC E E E E E E E E E E E E E E E E E E E E NO R T H L E M A Y A V E N U E SSMH B4 SSMH B5 SSMH B3 SSMH B3-1 DOG PARK UPSIZE SERVICE 5' AFTER METER 6" SANITARY SEWER SERVICE TRANSFORMER UPSIZE SERVICE 5' AFTER METER TRANSFORMER TRANSFORMER FIRE HYDRANT TRANSFORMER EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EA S E M E N T EX C L U S I O N RAIN GARDEN B TRASH ENCLOSURE EA S E M E N T EX C L U S I O N EA S E M E N T EX C L U S I O N EASEMENT EXCLUSION WATER LINE 2 SEE SHEETS C 622 - C 623 SANITARY SEWER B SEE SHEETS C 613 - C 614 SANITARY SEWER B3 SEE SHEET C 614 WATER LINE 2 SEE SHEETS C 622 - C 623 UPSIZE 5' AFTER WATER METER 26' EAE 26' EAE 26' EAE 26' EAE 26' EAE 26' EAE 26' EAE 30' E&BE 30' E&BE 30' E&BE 30' E&BE 30' E&BE 26' FL-FL 24' FL-FL 30' E&BE 26' PAE 11'15' 8' 8' 18' 18' STORM DRAIN 3 SEE SHEET C 631 6" PVC SANITARY SERVICE METER PIT-1"Ø METER PIT-1"Ø FIRE HYDRANT FIRE HYDRANT METER PIT-2"Ø METER PIT-2"Ø FIRE HYDRANT METER PIT-2"Ø TEMP. HYDRANT REDUCER-8"X6" 4" PVC FIRE SERVICE 4" PVC FIRE SERVICE 4" PVC FIRE SERVICE STORM DRAIN 7 SEE SHEET C 630 METER PIT-3/4"Ø WATER SERVICE-2.5"Ø WATER SERVICE-2.5"Ø WATER SERVICE-1"Ø WATER SERVICE-1"Ø AE R O L A N E 26' EAE WATER SERVICE-1"Ø WATER SERVICE-2.5"Ø BUILDING 8 BUILDING 16 BUILDING 12 GARAGE 6 GARAGE 2 GARAGE 1 GARAGE 3 GA R A G E 4 BU I L D I N G 9 BU I L D I N G 10 BU I L D I N G 11 20' E&BE (VARIANCE FROM ELCO CRITERIA) WATER SERVICE-1"Ø METER PIT-1"Ø SERVICE TAP-1"Ø SERVICE TAP-1"Ø SERVICE TAP-1"Ø PROPOSED NATURALIZED TRICKLE PAN W/ UNDERDRAIN SEE DETAIL, SHEET 67 GATE 5' WATER SERVICE-2.5"Ø 4" PVC SANITARY SERVICE 4" PVC SANITARY SERVICE 4" PVC SANITARY SERVICE 4" PVC SANITARY SERVICE 6" PVC SANITARY SERVICE KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 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 EAST LARIMER COUNTY WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT 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 4.5' - 5.5' 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 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 ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE SHEET C 802) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 LEGEND NOTES 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT UT I L I T Y P L A N 37 1" = 30' N/A C 601 C 601 C 602 C 603 C 604 MATCHLINE SEE SHEET - C 603 MA T C H L I N E SE E S H E E T - C 6 0 2 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W F T E E E E E S E E E E E E E E E S S F VAULT ELEC W F T UD E E E E E E E E E E E E E E E E E E E E E E VA U L T EL E C VA U L T EL E C E E E E E E E E VAULT ELEC E E E E E E E E E E E E E E E E E E E E E E E E E W W HYD W VAUL T ELEC ELEC ELEC S F.O. X X X X XX X SS SS SS SS SS X X X X X X X X 8" W 8" W 8" W W G G G E E E E E / / / / / / / / / / / / / / / / / / / / / / / / NORTH LIN K L A N E SSMH B2-2 SSMH B2-3 SSMH B2-1 SSMH B2-1.1 SSMH B2 EX SSMH B EXISTING 10" SANITARY SEWER EXISTING ELECTRIC EXISTING GAS LINE EXISTING WATER METER UPSIZE SERVICE 5' AFTER METER DETENTION POND 1 FIRE HYDRANT TRANSFORMER UPSIZE SERVICE 5' AFTER METER TRANSFORMER POND OUTLET STRUCTURE CONNECT TO EXISTING SSMH CO R D O V A R O A D 15 ' U T I L I T Y EA S E M E N T EXISTING ELECTRIC VAULTELECTRIC VAULT EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION PUBLIC STREET LIGHT (TYP.) STORM DRAIN 3-2 SEE SHEET C 632 STORM DRAIN 6 SEE SHEET C 635 STORM DRAIN 4 SEE SHEET C 630 STORM DRAIN 8 SEE SHEET C 635 WATER LINE 1 SEE SHEETS C 620 - C 621 WATER LINE 3 SEE SHEET C 624 WATER LINE 4 SEE SHEET C 625 SANITARY SEWER B SEE SHEETS C 613 - C 614 SANITARY SEWER B2-1 SEE SHEET C 615SANITARY SEWER B2 SEE SHEET C 615 42' ROW 52' FL-FL 26' EAE 26' EAE 26' EAE 26' EAE 26' EAE 30' E&BE 35' E&BE 30' E&BE 40' E&BE 26' FL-FL 26' FL-FL 30' FL-FL 42' HALF ROW 52' FL-FL 26' EAE 10' EASEMENT EXCLUSION UPSIZE SERVICE 5' AFTER METER FIRE HYDRANT METER PIT-2"Ø FIRE HYDRANT TEMP. HYDRANT REDUCER-12"X6" CONNECT TO EX. 8" PVC 4" PVC FIRE SERVICE 6" PVC FIRE SERVICE SANITARY SEWER B1 SEE SHEET C 614 STORMTECH CHAMBERS SEE SHEETS C 510, C 635, & C 807 WATER SERVICE-2.5"Ø NORTH LI N K L A N E 26' EAE WATER SERVICE-2.5"Ø FIRE HYDRANT HALF ROW VARIES BUILDING 16 BUILDING 17 BUILDING 18 GARAGE 5 GARAGE 6 METER PIT-1.5"Ø 20' E&BE 6" PVC SANITARY SERVICE 6" PVC SANITARY SERVICE 6" PVC SANITARY SERVICE KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 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 EAST LARIMER COUNTY WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT 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 4.5' - 5.5' 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 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 ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE SHEET C 802) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 LEGEND NOTES 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT UT I L I T Y P L A N 38 1" = 30' N/A C 602 C 601 C 602 C 603 C 604 MATCHLINE SEE SHEET - C 604 MA T C H L I N E SE E S H E E T - C 6 0 1 T F S F W S W E E S E E E E E E E E E E E E E E E E E E E E E E S S S S F W T S W T S UD UD UD UD VAULT ELEC VAULT ELEC E E E E E E E T E E EE E E E E E E E E T E E E E E E E E E T E E W W T E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E E W UD UDUD UD E E E EEEE E E E E E E E E E E E E E S G G G G G G G GGGG G S W W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD S E E E E E E E E E E E E E E E E E E E W W F HYD TEST STA A R V H2O V.P. VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC 12" W 12" W 12" W 12 " W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W E E E E E E E E E E E E E E E E 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W GAS GAS GAS NO R T H L E M A Y A V E DUFF DRIVE SSMH A5-3 SSMH A6 SSMH A7 SSMH A5 EXISTING 12" WATER (ELCO) EXISTING 24" WATER (NWCWD) EXISTING STORM DRAIN UPSIZE SERVICE 5' AFTER METER TRANSFORMER TRANSFORMER TRANSFORMER TRANSFORMER TRANSFORMER UPSIZE SERVICE 5' AFTER METER UPSIZE SERVICE 5' AFTER METER CONNECT TO EXISTING WATER 8" PVC WATER 9' UTILITY EASEMENT ELECTRIC VAULT (TYP.) EASEMENT EXCLUSION EASEMENT EXCLUSION EA S E M E N T EX C L U S I O N EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EA S E M E N T EX C L U S I O N EA S E M E N T EX C L U S I O N EA S E M E N T EX C L U S I O N EA S E M E N T EX C L U S I O N RAIN GARDEN A RAIN GARDEN M PUBLIC STREET LIGHT (TYP.) TRANSFORMER STORM DRAIN 5-2 SEE SHEET C 632 STORM DRAIN 5 SEE SHEET C 633 STORM DRAIN 3 SEE SHEET C 631 WATER LINE 2 SEE SHEETS C 622 - C 623 WATER LINE 1 SEE SHEETS C 620 - C 621 SANITARY SEWER A SEE SHEETS C 610 - C 612 SANITARY SEWER A5 SEE SHEET C 612 SANITARY SEWER A7 SEE SHEET C 612 26' EAE 26' EAE 26' EAE 26' EAE 26' EAE 26' EAE 26' EAE 26' EAE 24' EAE 30' E&BE 30' E&BE 30' E&BE 35' E&BE 30' E&BE 27' E&BE 30' E&BE 30' E&BE 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 24' FL-FL 13.4' 4' 17' 9' 11'15' 12.6' 4" PVC SANITARY SERVICE 6" PVC SANITARY SERVICE 6" PVC SANITARY SERVICE 6" PVC SANITARY SERVICE METER PIT-1"Ø METER PIT-3/4"Ø FIRE HYDRANT METER PIT-1"Ø FIRE HYDRANT METER PIT-1.5"Ø METER PIT-1"Ø METER PIT-1"Ø FIRE HYDRANT FIRE HYDRANT METER PIT-2"Ø 4" PVC FIRE SERVICE 4" PVC FIRE SERVICE 4" PVC FIRE SERVICE 4" PVC FIRE SERVICE METER PIT-2"Ø WATER SERVICE-2.5"Ø METER PIT-2"Ø WATER SERVICE-1.5"Ø WATER SERVICE-1"Ø AE R O L A N E WATER SERVICE-2.5"Ø WATER SERVICE-2.5"Ø WATER SERVICE-1"Ø BUILDING 6 BUILDING 13BUILDING 1 BUILDING 15 CL U B H O U S E FI T N E S S C E N T E R LEASING BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 BU I L D I N G 7 BU I L D I N G 2 MONUMENT SIGN SERVICE TAP-1"Ø WATER SERVICE-1"Ø METER PIT-1"Ø SERVICE TAP-1"Ø SERVICE TAP-1"Ø WATER SERVICE-1"Ø SERVICE TAP-1"Ø SERVICE TAP-1"Ø WATER SERVICE-1"Ø METER PIT-1"Ø PROPOSED NATURALIZED TRICKLE PAN W/ UNDERDRAIN SEE DETAIL, SHEET 67 PROPOSED NATURALIZED TRICKLE PAN W/ UNDERDRAIN SEE DETAIL, SHEET 67 EA S E M E N T EX C L U S I O N 6" PVC SANITARY SERVICE WATER SERVICE-1"Ø 4" PVC SANITARY SERVICE 4" PVC SANITARY SERVICE 4" PVC SANITARY SERVICE WATER SERVICE-2.5"Ø 4" PVC SANITARY SERVICE 5' KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 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 EAST LARIMER COUNTY WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT 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 4.5' - 5.5' 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 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 ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE SHEET C 802) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 LEGEND NOTES 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT UT I L I T Y P L A N 39 1" = 30' N/A C 603 C 601 C 602 C 603 C 604 MATCHLINE SEE SHEET - C 601 MA T C H L I N E SE E S H E E T - C 6 0 4 F T S S S W E E E E E E E E E E E E E UD UD T E UD UD E E E E E E E E E E E E E E E E E E E E E E E E E UD UD U D S HY D TEST STAH2O VAUL T ELEC ST W 12 " W 12 " W 12 " W 12" W 12" W E 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W EE G G G G 12" W 12" W E FO F O 12 " W 12" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24 " W S T ST ST ST SS SS DUFF DRIVE SSMH A4-2 SSMH A4 SSMH A2 SSMH A1 POND OUTLET STRUCTURE EXISTING 12" WATER (ELCO) EXISTING 24" WATER (NWCWD) EXISTING GAS LINE 2' CONCRETE PAN EXISTING WATER METER EXISTING FIBER OPTIC EXISTING FIRE HYDRANT DETENTION POND 2 EXISTING 12" WATER UPSIZE SERVICE 5' AFTER METER CONNECT TO EXISTING SSMH EXISTING 8" SANITARY SEWER EXISTING ELECTRIC VAULT 9' UTILITY EASEMENT EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION RAIN GARDEN D 6' S I D E W A L K TRANSFORMER TRANSFORMER STORM DRAIN 3 SEE SHEET C 631 STORM DRAIN 3-2 SEE SHEET C 632 STORM DRAIN 1 SEE SHEET C 630 STORM DRAIN 5 SEE SHEET C 633 WATER LINE 3 SEE SHEET C 624 26' EAE 26' EAE 30' EAE 26' EAE 30' E&BE 40' E&BE 26' FL-FL 24' FL-FL 26' FL-FL 26' EAE 4' 8' FIRE HYDRANT FIRE HYDRANT METER PIT-2"Ø 4" PVC FIRE SERVICE BUILDING 13 BUILDING 14 GARAGE 7 EXISTING 15" RCP STORM DRAIN 6" PVC SANITARY SERVICE 6" PVC SANITARY SERVICE SANITARY SEWER A4 SEE SHEET C 612 WATER SERVICE-2.5"Ø 6" PVC SANITARY SERVICE STORM DRAIN 9 SEE SHEET C 630 30' E&BE STORMTECH CHAMBERS SEE SHEETS C 511, C 630, & C 808 KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 EAST LARIMER COUNTY WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT 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 4.5' - 5.5' 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 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 ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE SHEET C 802) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 LEGEND NOTES 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT UT I L I T Y P L A N 40 1" = 30' N/A C 604 C 601 C 602 C 603 C 604 MATCHLINE SEE SHEET - C 602 MA T C H L I N E SE E S H E E T - C 6 0 3 / / / / / / / / / / / / / / / / 12 " W 12 " W 12 " W F F T T T T T E E S S F S F W S S E E E E E W W S S F W E E E E E F VAULT ELEC S S E E E E E E E E E E E E E E E E E E E E W F S S S S W F F W T T S W T S UD UD UD UD UD VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E E E E VA U L T EL E C VA U L T EL E C E E E E T E E EE E E E T VAULT ELECE E E E E E E E E T E E EE T E E E E S S S S W W W W T E EE E E E E E E E E E E E E E E T E E E E E E E W UDUD UD E E E E E E E E E E E E E EE E E E E E E E E E E E E W S G G G G GGG S W W E E E E E E E E E E E UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD S E E E E E E E E E E E E E E W W W F W UD S HYD TEST STAH2O VAUL T ELEC H YD TEST STA A R V H2O V.P. ST HY D W VAUL T ELEC ELEC ELEC S F.O. W VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC VAUL T ELEC X X XX SS SS SS X X X X X 12 " W 12" W E 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W E 8" W W G G E E E G G 12" W EFO 12" W E E E E E E E E E E E E E E E E E E E E E 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24 " W STST ST SS GAS EXISTING ELECTRIC EXISTING STREET LIGHT (TYP.) EXISTING GAS LINE TRANSFORMER (TYP.) PROPOSED PUBLIC STREET LIGHT (TYP.) DETENTION POND 2 DETENTION POND 1 RAIN GARDEN D RAIN GARDEN B RAIN GARDEN A RAIN GARDEN M NO R T H L E M A Y A V E N U E DUFF DRIVE CO R D O V A R O A D NORTH LIN K L A N E 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 20' E&BE 30' E&BE 26' EAE 30' E&BE 26' EAE 26' EAE 26' EAE 26' EAE 35' E&BE 26' EAE 26' EAE 26' EAE 35' E&BE 26' EAE 30' E&BE 26' EAE 26' EAE 30' E&BE 30' EAE 30' E&BE 30' E&BE 45' E&BE 23.5' E&BE 30' FL-FL 26' EAE 30' E&BE 40' E&BE NORTH LIN K L A N E AE R O L A N E ELECTRICAL VAULT (TYP.) N:132762.42 E:201736.33 N:132346.75 E:201396.82 N:132509.20 E:201101.51N:132707.31 E:200747.65 N:132656.86 E:201051.88 N:132842.67 E:200833.77 N:133004.91 E:200887.18 N:132967.68 E:201818.43 N:132990.77 E:201916.13 N:133020.81 E:201860.50 N:133103.64 E:201683.24 N:133121.98 E:201384.46 N:133167.97 E:201194.34 N:133208.44 E:201050.41 N:133158.88 E:200954.93 N:133286.06 E:201510.87 N:133137.20 E:201709.71 N:133118.86 E:200977.86 N:132926.10 E:200987.45 N:132730.49 E:200919.70 NATURAL GAS (TYP.) ELECTRICAL MAIN RUN (TYP.) ELECTRICAL SECONDARY RUN (TYP.) N:132602.75 E:200935.97 N:132567.25 E:201000.08 N:132772.55 E:201233.17 N:132838.97 E:201331.47 N:132973.76 E:201464.77 BUILDING 8 BUILDING 6 BUILDING 13 BUILDING 16 BUILDING 17 BUILDING 12 BUILDING 18 BUILDING 14 BUILDING 1 BUILDING 15 C L U B H O U S E FI T N E S S C E N T E R GARAGE 5 GARAGE 6 GARAGE 2 GARAGE 1 GARAGE 3 GARAGE 7 GA R A G E 4 LEASING BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 BU I L D I N G 7 BU I L D I N G 9 BU I L D I N G 10 BU I L D I N G 11 BU I L D I N G 2 GAS CONNECTION KEYMAP NOT TO SCALE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 DR Y U T I L I T Y P L A N 41 1" = 50' N/A C 605 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.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.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. 5.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 6.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 7.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 8.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 9.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 10.PRIMARY ELECTRIC RUN TO INCLUDE (1) 4" CONDUIT FOR DATA. SECONDARY ELECTRIC RUN TO INCLUDE (1) 2" CONDUIT FOR DATA. 11.FOR IRRIGATION, PROVIDE (1) 6" SLEEVE (MAINLINE PIPE) AND (1) 2" SLEEVE (LOW-VOLTAGE CONTROL WIRE) AT EACH SLEEVE LOCATION. EXISTING LOT LINE EASEMENT LINE G EEXISTING ELECTRIC EXISTING GAS PROPERTY BOUNDARY PROPOSED PUBLIC STREET LIGHT PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV LEGEND NOTES TPROPOSED TRANSFORMER (75-500 kVA) T VAULT ELECPROPOSED ELECTRICAL VAULT PROPOSED TRANSFORMER (1,500-2,500 kVA) G EPROPOSED ELECTRIC (MAIN RUN) PROPOSED GAS EPROPOSED ELECTRIC (SECONDARY RUN) PROPOSED IRRIGATION SLEEVE S HYD TE S T ST A H2 O VA U L T ELE C S T W 1 2 " W 1 2 " W 12" W E 12" W 12" W 12" W 12" W 12" W 12" W E G G G 12" W 12" W E FO 12" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 2 4 " W 2 4 " W ST STST ST SS SS T F S F WW E E E E E E E E E E E E E E E E E W U D UD U D E E E E E E E G G G G E E E E E E E STA.=18+82.51 N=132707.03 E=201030.32 SSMH A5 STA.=11+82.94 N=132304.36 E=201422.34 SSMH A1 SSMH A2 STA.=14+55.72 N=132437.11 E=201184.05 STA.=10+00.00 N=132209.56 E=201578.81 EX SSMH A SSMH A3 STA.=16+16.73 N=132577.70 E=201262.51 182.94 L F 8 " P V C @ 0 . 4 0 % 272.78 L F 8 " P V C @ 0 . 4 0 % 1 6 1 . 0 1 L F 8 " P V C @ 0 . 4 0 % 112.81 L F 8 " P V C @ 0 . 4 0 % DUFF D R I V E POND OUTFALL 1-1 SEE SHEET C 630 STORM DRAIN 5 SEE SHEET C 633 SANITARY SEWER A5 SEE SHEET C 612 26' FL-FL 123.63' U T I L I T Y E A S E M E N T BUILDING 13 BUILDING 15 DETENTION POND 2 GARAGE 7 26' FL-FL 26' FL-FL 30' E&BE 26' EAE 9+50 10+00 11+00 12+00 13+00 14+00 1 5 + 0 0 1 6 + 0 0 17+00 18+00 1 9 + 0 0 2 0 + 0 0 1 9 + 0 0 S T A . MATCH LINE STA.=17+29.54 N=132632.60 E=201163.95 SSMH A4 11.76 LF 6" PVC @ 45.00% SVC BEND A4-1 (45° VERTICAL) INV. IN=4936.10 (SW) INV. OUT=4936.10 (NE) FG=4945.40 SAN SVC A4-1 INV. OUT=4941.39 (NE) FG=4946.24 31.93 LF 6" PVC @ 0.50% 7.17 LF 8" PVC @ 0.40% STA.=17+36.71 N=132636.08 E=201157.69 SVC WYE A4-1 145.80 L F 8 " P V C @ 0 . 4 0 % SANITARY SEWER A4 SEE SHEET C 612 WATER LINE 1 SEE SHEETS C 620 - C 621 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 8" HDPE STORM STA.=15+04.50 B.O.P.=4937.13 24" HDPE STORM STA.=15+96.73 B.O.P.=4936.98 8" HDPE STORM STA.=18+33.85 B.O.P.=4939.93 8" PVC WATER STA.=17+18.40 B.O.P.=4938.11 4" PVC WATER STA.=17+88.51 B.O.P.=4937.81 ±5" CLEARANCE INSTALL FLOWFILL AT CROSSING FG = 4 9 4 3 . 6 3 FG = 4 9 4 3 . 7 3 FG = 4 9 4 4 . 2 7 FG = 4 9 4 3 . 8 9 FG = 4 9 4 4 . 1 6 FG = 4 9 4 4 . 4 4 FG = 4 9 4 4 . 6 6 FG = 4 9 4 4 . 9 6 FG = 4 9 4 5 . 4 4 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 EX S S M H A ST A 1 0 + 0 0 . 0 0 RI M 4 9 3 9 . 3 ± IN V . I N 4 9 3 1 . 9 4 ( N W ) IN V . O U T 4 9 3 1 . 8 4 ( S E ) 182.94 LF 8" PVC @ 0.40% SS M H A 1 ST A 1 1 + 8 2 . 9 4 RI M 4 9 4 3 . 3 ± IN V . I N 4 9 3 2 . 8 7 ( N W ) IN V . O U T 4 9 3 2 . 6 7 ( S E ) 272.78 LF 8" PVC @ 0.40% 161.01 LF 8" PVC @ 0.40% SS M H A 3 ST A 1 6 + 1 6 . 7 3 IN V . I N 4 9 3 5 . 0 1 ( N W ) IN V . O U T 4 9 3 4 . 8 1 ( S W ) 112.81 LF 8" PVC @ 0.40% SS M H A 2 ST A 1 4 + 5 5 . 7 2 RI M 4 9 4 4 . 4 ± IN V . I N 4 9 3 4 . 1 6 ( N E ) IN V . O U T 4 9 3 3 . 9 6 ( S E ) SS M H A 4 ST A 1 7 + 2 9 . 5 4 RI M 4 9 4 4 . 3 ± IN V . I N 4 9 3 5 . 6 6 ( N E ) IN V . I N 4 9 3 5 . 6 6 ( N W ) IN V . O U T 4 9 3 5 . 4 6 ( S E ) SV C W Y E A 4 - 1 ST A 1 7 + 3 6 . 7 1 IN V . I N 4 9 3 5 . 6 9 ( N W ) IN V . I N 4 9 3 5 . 9 4 ( S W ) IN V . O U T 4 9 3 5 . 6 9 ( S E ) SS M H A 5 ST A 1 8 + 8 2 . 5 1 RI M 4 9 4 5 . 4 ± IN V . I N 4 9 3 6 . 4 7 ( N E ) IN V . I N 4 9 3 6 . 5 0 ( N W ) IN V . O U T 4 9 3 6 . 2 7 ( S E ) ±24" ±19" ±24" ±15" CLEARANCE INSTALL FLOWFILL AT CROSSING OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T SA N I T A R Y S E W E R A P L A N & P R O F I L E 42 1" = 40' 1" = 5' C 610 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARDS & SPECIFICATIONS, CURRENT EDITION. 3.MANHOLE RIM ELEVATIONS 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. 4.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. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SANITARY SEWER SERVICES TO BE 6" PVC UNLESS OTHERWISE NOTED. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 9.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 10.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 11.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 12.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 13.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE NOTES LEGEND C 610 C 611 MA T C H LI N E SE E S H E E T C 6 1 1 SANITARY SEWER A VA U L T EL E C VA U L T EL E C E E E E E E E E E T F W S W W S S E S S F F W T S W T S E E T E E E E E E E E E E E E E E T E E E E T E S S S S W W W T E E E E E E E E E E E E E TE E E E E E E E E E E E E E E E E E E W S G G G G G S W E E E E U D U D U D U D U D U D U D U D U D U D U D U D U D E E E E STA.=27+26.43 N=133335.23 E=201116.08 SSMH A8 STA.=23+46.13 N=133037.47 E=200879.51 SSMH A7 SAN SVC A7-9 INV. OUT=4941.30 (SE) FG=4948.12 SSMH A6 STA.=20+49.64 N=132853.03 E=201111.66 SAN SVC A7-7 INV. OUT=4940.53 (SE) FG=4947.74 SAN SVC A8 INV. OUT=4943.32 (SW) FG=4947.84 SAN SVC A6-1 INV. OUT=4941.20 (SW) FG=4947.56 SAN SVC A7-8 INV. OUT=4940.97 (SE) FG=4948.39 SVC WYE A7-9 STA.=27+20.43 N=133330.53 E=201112.35 SAN SVC A6-2 INV. OUT=4939.64 (NE) FG=4947.23 SVC WYE A7-8 STA.=26+39.80 N=133267.41 E=201062.19 SAN SVC A7-6 INV. OUT=4939.12 (SE) FG=4947.83 SVC. WYE A7-6 STA.=24+25.06 N=133099.27 E=200928.61 SVC WYE A6-1 STA.=21+87.83 N=132939.00 E=201003.45 STA.=22+21.95 N=132960.22 E=200976.74 SVC WYE A6-2 16 7 . 1 3 L F 8 " P V C @ 0 . 4 0 % 138 . 1 9 L F 8 " P V C @ 0 . 4 0 % 7 8 . 9 2 L F 8 " P V C @ 0 . 4 0 % 37.70 LF 6" PVC @ 8.00% 7.75 LF 4" PVC @ 8.00% 7.75 LF 4" PVC @ 8.00% 7.75 LF 4" PVC @ 8.00% 7.75 LF 4" PVC @ 8.00% 83.37 LF 4" PVC @ 2.00% 16.57 LF 6" PVC @ 8.00% 14 5 . 8 0 L F 8 " P V C @ 0 . 4 0 % 5.00 LF 8" PVC @ 0.40% 34.11 LF 8" PVC @ 0.40% 1 0 3 . 6 2 L F 8 " P V C @ 0 . 4 0 % 1 1 1 . 1 3 L F 8 " P V C @ 0 . 4 0 % SVC WYE A7-7 STA.=25+28.68 N=133180.40 E=200993.07 N O R T H L E M A Y A V E N U E WATER LINE 1 SEE SHEETS C 620 - C 621 BUILDING 8 BUILDING 6 BU I L D I N G 1 BU I L D I N G 15 B U I L D I N G 7 GARAGE 1 B U I L D I N G 1 0 B U I L D I N G 1 1 30' E&BE 30' E&BE 26' EAE 35' E&BE 26' EAE 30 ' E & B E CLUBHOUSE FITNESS CENTER WATER LINE 2 SEE SHEETS C 622 - C 623 SANITARY SEWER A7 SEE SHEET C 612 P R O P E R T Y M A N A G E M E N T G A R A G E STORM DRAIN 7 SEE SHEET C 630 DOG PARK 19 + 0 0 20 + 0 0 21+ 0 0 22+ 0 0 23+ 0 0 2 4 + 0 0 2 5 + 0 0 2 6 + 0 0 2 7 + 0 0 19 + 0 0 S T A . MA T C H LIN E B U I L D I N G 9 LEASING B U I L D I N G 5 SAN SVC A6-3 INV. OUT=4939.83 (NE) FG=4947.33 SVC WYE A6-3 INV. IN=4938.05 (NW) INV. IN=4938.50 (SW) INV. OUT=4938.05 (SE) FG=4946.67 14 5 . 8 0 L F 8 " P V C @ 0 . 4 0 % BUILDING 15 16.57 LF 4" PVC @ 8.00% ROTATE CONE TO ORIENT MANHOLE LID OUTSIDE OF PAN SANITARY SEWER A5 SEE SHEET C 612 STORM DRAIN 5 SEE SHEET C 633 WATER LINE 2 SEE SHEETS C 622 - C 623 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 8" PVC WATER STA.=23+36.13 B.O.P.=4941.41 6" PVC WATER STA.=20+19.49 B.O.P.=4941.05 ±27" FG = 4 9 4 5 . 4 4 FG = 4 9 4 5 . 4 4 FG = 4 9 4 5 . 6 7 FG = 4 9 4 5 . 6 8 FG = 4 9 4 5 . 2 3 FG = 4 9 4 5 . 6 3 FG = 4 9 4 5 . 9 7 FG = 4 9 4 6 . 5 1 FG = 4 9 4 6 . 8 3 FG = 4 9 4 7 . 2 9 FG = 4 9 4 7 . 9 7 FG = 4 9 4 7 . 5 8 FG = 4 9 4 7 . 7 3 FG = 4 9 4 7 . 6 6 FG = 4 9 4 7 . 5 1 FG = 4 9 4 7 . 7 9 FG = 4 9 4 8 . 3 2 FG = 4 9 4 8 . 0 3 19+0019+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 SS M H A 7 ST A 2 3 + 4 6 . 1 3 RI M 4 9 4 8 . 1 ± IN V . I N 4 9 3 8 . 7 2 ( N E ) IN V . I N 4 9 3 8 . 7 2 ( S W ) IN V . O U T 4 9 3 8 . 5 2 ( S E ) 167.13 LF 8" PVC @ 0.40% SS M H A 6 ST A 2 0 + 4 9 . 6 4 RI M 4 9 4 5 . 2 ± IN V . I N 4 9 3 7 . 3 4 ( N W ) IN V . O U T 4 9 3 7 . 1 4 ( S W ) 138.19 LF 8" PVC @ 0.40% SV C W Y E A 6 - 1 ST A 2 1 + 8 7 . 8 3 IN V . I N 4 9 3 7 . 8 9 ( N W ) IN V . I N 4 9 3 8 . 1 8 ( N E ) IN V . O U T 4 9 3 7 . 8 9 ( S E ) 34.11 LF 8" PVC @ 0.40% SV C W Y E A 6 - 2 ST A 2 2 + 2 1 . 9 5 IN V . I N 4 9 3 8 . 0 3 ( N W ) IN V . I N 4 9 3 8 . 3 2 ( S W ) IN V . O U T 4 9 3 8 . 0 3 ( S E ) 5.00 LF 8" PVC @ 0.40% 78.92 LF 8" PVC @ 0.40% SV C . W Y E A 7 - 6 ST A 2 4 + 2 5 . 0 6 IN V . I N 4 9 3 9 . 0 4 ( N E ) IN V . I N 4 9 3 8 . 5 0 ( N W ) IN V . O U T 4 9 3 9 . 0 4 ( S W ) 103.62 LF 8" PVC @ 0.40% SV C W Y E A 7 - 7 ST A 2 5 + 2 8 . 6 8 IN V . I N 4 9 3 9 . 4 5 ( N E ) IN V . I N 4 9 3 9 . 9 1 ( N W ) IN V . O U T 4 9 3 9 . 4 5 ( S W ) 111.13 LF 8" PVC @ 0.40% 119.19 LF 8" PVC @ 0.40% SV C W Y E A 7 - 9 ST A 2 7 + 2 0 . 4 3 IN V . I N 4 9 4 0 . 2 2 ( N E ) IN V . I N 4 9 4 0 . 6 8 ( N W ) IN V . O U T 4 9 4 0 . 2 2 ( S W ) SS M H A 8 ST A 2 7 + 2 6 . 4 3 RI M 4 9 4 7 . 9 ± IN V . I N 4 9 4 1 . 6 5 ( N E ) IN V . O U T 4 9 4 0 . 2 5 ( S W ) 80.62 LF 8" PVC @ 0.40% 6.00 LF 8" PVC @ 0.40% SV C W Y E A 6 - 3 ST A 2 2 + 2 6 . 9 5 IN V . I N 4 9 3 8 . 0 5 ( N W ) IN V . I N 4 9 3 8 . 5 0 ( S W ) IN V . O U T 4 9 3 8 . 0 5 ( S E ) SV C W Y E A 7 - 8 ST A 2 6 + 3 9 . 8 0 RI M 4 9 4 0 . 7 ± IN V . I N 4 9 3 9 . 9 0 ( N E ) IN V . I N 4 9 4 0 . 3 5 ( N W ) IN V . O U T 4 9 3 9 . 9 0 ( S W ) OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T SA N I T A R Y S E W E R A P L A N & P R O F I L E 43 1" = 40' 1" = 5' C 611 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE 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 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 SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARDS & SPECIFICATIONS, CURRENT EDITION. 3.MANHOLE RIM ELEVATIONS 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. 4.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. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SANITARY SEWER SERVICES TO BE 6" PVC UNLESS OTHERWISE NOTED. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 9.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 10.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 11.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 12.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 13.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE NOTES LEGEND C 610 C 611 MA T C H LI N E SE E S H E E T C 6 1 0 SANITARY SEWER A F S S W T U D E E E E EE E E U D SAN SVC A4 INV. OUT=4939.39 (SE) FG=4945.15 14 0 . 6 5 L F 8 " P V C @ 1 . 3 0 % WATER LINE 3 SEE SHEET C 624 BUILDING 14 STORM DRAIN 3 SEE SHEET C 631 10 + 0 0 11 + 0 0 12 + 0 0 13 9 . 1 1 L F 8 " P V C @ 0 . 4 0 % 6.00 LF 8" PVC @ 0.40% STA.=13+05.96 N=132688.92 E=201373.13 SSMH A4-4 SVC. WYE A4-3 INV. IN=4938.58 (SE) INV. IN=4937.35 (NE) INV. OUT=4938.58 (NW) FG=4943.13 35.25 LF 6" PVC @ 5.00% SAN SVC A4-3 INV. OUT=4939.11 (SW) FG=4944.53 24.70 LF 6" PVC @ 5.00% STA.=17+20.33 N=132750.72 E=201240.30 SVC WYE A4 20.20 LF 8" PVC @ 1.30% STA.=11+60.85 N=132767.68 E=201251.26 SSMH A4-2 STA.=10+00.00 N=132632.60 E=201163.95 SSMH A4 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 4 4 . 3 3 FG = 4 9 4 4 . 0 5 FG = 4 9 4 3 . 8 2 FG = 4 9 4 3 . 9 0 FG = 4 9 4 3 . 5 0 FG = 4 9 4 3 . 3 9 FG = 4 9 4 3 . 1 1 FG = 4 9 4 3 . 0 7 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 ±18" 8" PVC WATER STA.=11+70.85 T.O.P.=4936.54 SS M H A 4 ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 4 . 3 ± IN V . I N 4 9 3 5 . 6 6 ( N E ) IN V . I N 4 9 3 5 . 6 6 ( N W ) IN V . O U T 4 9 3 5 . 4 6 ( S E ) SS M H A 4 - 2 ST A 1 1 + 6 0 . 8 5 RI M 4 9 4 4 . 0 ± IN V . I N 4 9 3 8 . 0 2 ( S E ) IN V . O U T 4 9 3 7 . 7 5 ( S W ) SV C W Y E A 4 ST A 1 7 + 2 0 . 3 3 IN V . I N 4 9 3 7 . 4 9 ( N E ) IN V . I N 4 9 3 8 . 1 5 ( N W ) IN V . O U T 4 9 3 7 . 4 9 ( S W ) SS M H A 4 - 4 ST A 1 3 + 0 5 . 9 6 RI M 4 9 4 3 . 1 ± IN V . O U T 4 9 3 8 . 6 0 ( N W ) SV C . W Y E A 4 - 3 ST A 1 2 + 9 9 . 9 6 IN V . I N 4 9 3 8 . 5 8 ( S E ) IN V . I N 4 9 3 7 . 3 5 ( N E ) IN V . O U T 4 9 3 8 . 5 8 ( N W ) W E E E T S E E E E UD E E E E S G G G G G G E E E STA.=11+92.06 N=132800.48 E=200862.53 SSMH A5-3 SAN SVC A5-2 INV. OUT=4939.02 (NE) FG=4947.42 SAN SVC A5-1 INV. OUT=4939.16 (SW) FG=4946.87 SVC WYE A5-2 STA.=11+86.06 N=132797.56 E=200867.77 STA.=10+78.24 N=132745.10 E=200961.97 SVC WYE A5-1 78 . 2 4 L F 8 " P V C @ 0 . 4 0 % 24.54 LF 4" PVC @ 8.00% 47.76 LF 6" PVC @ 3.25% 6.00 LF 8" PVC @ 0.40% 11 + 0 0 12 + 0 0 STA.=10+00.00 N=132707.03 E=201030.32 SSMH A5 10 7 . 8 2 L F 8 " P V C @ 0 . 4 0 % 11 + 0 0 12 + 0 0 STORM DRAIN 5-2 SEE SHEET C 632 BUILDING 1 RAIN GARDEN A 26' FL-FL STORM DRAIN 5 SEE SHEET C 633 WATER LINE 2 SEE SHEET C 633 LEASING V.P. E S S S E E E E E W W T E E E E E E E E E E E E E E E E E E E E E W U D U D U D UD UD UD UD UD UD S E E E E W W F STA.=13+00.62 N=132802.10 E=200692.51 SSMH A7-5 SAN SVC A7-1 INV. OUT=4939.93 (SE) FG=4948.52 SAN SVC A7-2 INV. OUT=4940.26 (SE) FG=4948.15 SAN SVC A7-3 INV. OUT=4940.67 (SE) FG=4947.57 SVC CO A7-4 INV. OUT=4940.99 (SE) FG=4947.32 STA.=12+95.43 N=132806.16 E=200695.74 SVC WYE A7-4 STA.=12+14.95 N=132869.17 E=200745.80 SVC WYE A7-3 STA.=11+12.83 N=132949.13 E=200809.33 SVC WYE A7-2 STA.=10+32.20 N=133012.26 E=200859.48 SVC WYE A7-1 32.20 LF 8" PVC @ 0.40% 7.75 LF 4" PVC @ 8.00% 7.83 LF 4" PVC @ 8.00% 7.83 LF 4" PVC @ 8.00% 11+00 12+00 5.19 LF 8" PVC @ 0.40% STORM DRAIN 5 SEE SHEET C 633 WATER LINE 2 SEE SHEETS C 622 - C 623 BUILDING 3 BUILDING 2 STA.=10+00.00 N=133037.47 E=200879.51 SSMH A7 7.83 LF 4" PVC @ 8.00% BUILDING 4 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 8" HDPE STORM STA.=10+45.68 B.O.P.=4941.72 8" HDPE STORM STA.=11+37.44 B.O.P.=4942.20 FG = 4 9 4 5 . 3 7 FG = 4 9 4 6 . 0 8 FG = 4 9 4 6 . 2 8 FG = 4 9 4 6 . 2 2 FG = 4 9 4 6 . 3 3 FG = 4 9 4 6 . 5 4 10+00 10+50 11+00 11+50 12+00 12+25 78.24 LF 8" PVC @ 0.40% SV C W Y E A 5 - 1 ST A 1 8 + 8 2 . 5 1 IN V . I N 4 9 3 6 . 8 1 ( N W ) IN V . I N 4 9 3 7 . 2 0 ( N E ) IN V . O U T 4 9 3 6 . 8 1 ( S E ) 107.82 LF 8" PVC @ 0.40% SV C W Y E A 5 - 2 ST A 1 8 + 8 2 . 5 1 IN V . I N 4 9 3 7 . 4 6 ( S W ) IN V . I N 4 9 3 7 . 2 4 ( N W ) IN V . O U T 4 9 3 7 . 2 4 ( S E ) 6.00 LF 8" PVC @ 0.40% SS M H A 5 - 3 ST A 1 8 + 8 2 . 5 1 RI M 4 9 4 6 . 3 ± IN V . O U T 4 9 3 7 . 2 6 ( S E ) SS M H A 5 ST A 1 8 + 8 2 . 5 1 RI M 4 9 4 5 . 4 ± IN V . I N 4 9 3 6 . 4 7 ( N E ) IN V . I N 4 9 3 6 . 5 0 ( N W ) IN V . O U T 4 9 3 6 . 2 7 ( S E ) 4930 4935 4940 4945 4950 4955 4960 4965 4930 4935 4940 4945 4950 4955 4960 4965 FG = 4 9 4 8 . 0 7 FG = 4 9 4 8 . 3 2 FG = 4 9 4 8 . 0 1 FG = 4 9 4 7 . 8 4 FG = 4 9 4 7 . 4 2 FG = 4 9 4 7 . 2 0 FG = 4 9 4 7 . 1 5 FG = 4 9 4 7 . 0 6 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 SS M H A 7 - 5 ST A 2 3 + 4 6 . 1 3 RI M 4 9 4 7 . 1 ± IN V . O U T 4 9 3 9 . 9 3 ( N E ) 5.19 LF 8" PVC @ 0.40% SV C W Y E A 7 - 4 ST A 2 3 + 4 6 . 1 3 IN V . I N 4 9 3 9 . 9 1 ( S W ) IN V . I N 4 9 4 0 . 3 6 ( N W ) IN V . O U T 4 9 3 9 . 9 1 ( N E ) 80.48 LF 8" PVC @ 0.40% SV C W Y E A 7 - 3 ST A 2 3 + 4 6 . 1 3 IN V . I N 4 9 3 9 . 5 8 ( S W ) IN V . I N 4 9 4 0 . 0 4 ( N W ) IN V . O U T 4 9 3 9 . 5 8 ( N E ) 102.12 LF 8" PVC @ 0.40% SV C W Y E A 7 - 2 ST A 2 3 + 4 6 . 1 3 IN V . I N 4 9 3 9 . 1 8 ( S W ) IN V . I N 4 9 3 9 . 6 3 ( N W ) IN V . O U T 4 9 3 9 . 1 8 ( N E ) 80.62 LF 8" PVC @ 0.40% SV C W Y E A 7 - 1 ST A 2 3 + 4 6 . 1 3 IN V . I N 4 9 3 8 . 8 5 ( S W ) IN V . I N 4 9 3 9 . 3 1 ( N W ) IN V . O U T 4 9 3 8 . 8 5 ( N E ) 32.20 LF 8" PVC @ 0.40% SS M H A 7 ST A 2 3 + 4 6 . 1 3 RI M 4 9 4 8 . 1 ± IN V . I N 4 9 3 8 . 7 2 ( N E ) IN V . I N 4 9 3 8 . 7 2 ( S W ) IN V . O U T 4 9 3 8 . 5 2 ( S E ) ±13" CLEARANCE INSTALL FLOWFILL AT CROSSING 15" HDPE STORM STA.=11+63.39 B.O.P.=4941.14 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T SA N I T A R Y S E W E R A 4 , A 5 , & A 7 P L A N & P R O F I L E 44 1" = 40' 1" = 5' C 612 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE A4 A7 A5 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARDS & SPECIFICATIONS, CURRENT EDITION. 3.MANHOLE RIM ELEVATIONS 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. 4.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. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SANITARY SEWER SERVICES TO BE 6" PVC UNLESS OTHERWISE NOTED. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 9.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 10.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 11.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 12.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 13.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE NOTES LEGEND SANITARY SEWER A4 SANITARY SEWER A5 SANITARY SEWER A7 HYD W ELEC S F.O. X X X XX X SS SS X X 8" W 8" W W G G E E E / / / / / / / / 12 " W 12 " W 12 " W F T EE E S S E E E E E E E E E F VAUL T ELEC W F W T UD UD E E E E E E E E E VA U L T EL E C VA U L T EL E C E E E E VAULT ELEC E E E E E E E E E E E E E E E E E E E E E E E E E W STA.=15+76.16 N=133302.68 E=201469.21 SSMH B3 SSMH B2 STA.=12+43.07 N=133095.07 E=201729.69 STA.=10+63.34 N=132983.05 E=201870.23 SSMH B1 EX SSMH B STA.=10+00.00 N=132940.83 E=201917.46 SAN SVC B3-1 INV. OUT=4940.56 (SE) FG=4946.43 SVC WYE B3-1 STA.=17+39.10 N=133175.09 E=201367.85 63.34 LF 10" PVC @ 0.40% 333. 0 9 L F 8 " P V C @ 0 . 4 0 % 179. 7 2 L F 8 " P V C @ 0 . 4 0 % 16 2 . 9 5 L F 8 " P V C @ 0 . 4 0 % 37.09 LF 6" PVC @ 8.00% 11+ 0 0 12+ 0 0 13+0 0 14+0 0 15+0 0 16 + 0 0 17 + 0 0 18 + 0 0 GARAGE 5 RAIN GARDEN B BUILDING 16 BUILDING 12 BUILDING 18 WATER LINE 1 SEE SHEETS C 620 - C 621 SANITARY SEWER B3 SEE SHEET C 614 30' E&BE 26' FL-FL 26' EAE SANITARY SEWER B1 SEE SHEET C 614 STORM DRAIN 6 SEE SHEET C 635 STORM DRAIN 6 SEE SHEET C 635 SANITARY SEWER B2 SEE SHEET C 615 STORM DRAIN 8 SEE SHEET C 635 WATER LINE 2 SEE SHEETS C 622 - C 623 WATER LINE 3 SEE SHEET C 624 WATER LINE 1 SEE SHEETS C 620 - C 621 152.05 LF 8" PVC @ 0.40% CO R D O V A R O A D NOR T H L I N K L A N E AE R O L A N E 18 + 5 0 S T A . MAT C H LINE 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 4 1 . 2 5 FG = 4 9 4 2 . 5 1 FG = 4 9 4 2 . 4 7 FG = 4 9 4 3 . 9 6 FG = 4 9 4 3 . 6 6 FG = 4 9 4 3 . 3 6 FG = 4 9 4 3 . 5 6 FG = 4 9 4 3 . 8 6 FG = 4 9 4 4 . 1 6 FG = 4 9 4 4 . 4 6 FG = 4 9 4 4 . 7 6 FG = 4 9 4 5 . 1 6 FG = 4 9 4 5 . 1 6 FG = 4 9 4 5 . 1 1 FG = 4 9 4 4 . 8 1 FG = 4 9 4 4 . 6 2 FG = 4 9 4 4 . 9 2 FG = 4 9 4 5 . 2 2 9+509+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 SS M H B 2 ST A 1 2 + 4 3 . 0 7 RI M 4 9 4 3 . 4 ± IN V . I N 4 9 3 4 . 7 5 ( N W ) IN V . I N 4 9 3 4 . 7 5 ( S W ) IN V . O U T 4 9 3 4 . 5 5 ( S E ) SS M H B 1 ST A 1 0 + 6 3 . 3 4 RI M 4 9 4 2 . 8 ± IN V . I N 4 9 3 3 . 8 2 ( N W ) IN V . I N 4 9 3 3 . 8 2 ( N E ) IN V . O U T 4 9 3 3 . 6 5 ( S E ) EX S S M H B ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 1 . 2 ± IN V . I N 4 9 3 3 . 4 0 ( N W ) IN V . O U T 4 9 3 3 . 2 0 ( S E ) SV C W Y E B 3 - 1 ST A 1 7 + 3 9 . 1 0 RI M 4 9 3 8 . 2 ± IN V . I N 4 9 3 6 . 9 2 ( S W ) IN V . I N 4 9 3 7 . 5 9 ( N W ) IN V . O U T 4 9 3 6 . 9 2 ( N E ) 63.34 LF 10" PVC @ 0.40% 333.09 LF 8" PVC @ 0.40% 179.72 LF 8" PVC @ 0.40% 162.95 LF 8" PVC @ 0.40% 152.05 LF 8" PVC @ 0.40% SS M H B 3 ST A 1 5 + 7 6 . 1 6 RI M 4 9 4 5 . 5 ± IN V . I N 4 9 3 6 . 2 7 ( S W ) IN V . I N 4 9 3 6 . 2 7 ( N E ) IN V . O U T 4 9 3 6 . 0 7 ( S E ) 8" PVC WATER STA.=15+66.16 B.O.P.=4938.46 8" PVC WATER STA.=15+86.16 B.O.P.=4938.50 24" RCP STORM STA.=16+05.07 B.O.P.=4940.78 ±18"±21"12" PVC WATER STA.=10+53.33 B.O.P.=4935.98 ±18" OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T SA N I T A R Y S E W E R B P L A N & P R O F I L E 45 1" = 40' 1" = 5' C 613 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARDS & SPECIFICATIONS, CURRENT EDITION. 3.MANHOLE RIM ELEVATIONS 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. 4.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. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SANITARY SEWER SERVICES TO BE 6" PVC UNLESS OTHERWISE NOTED. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 9.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 10.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 11.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 12.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 13.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE NOTES LEGEND C 613C 614 MA T C H LI N E SE E S H E E T C 6 1 4 SANITARY SEWER B T E E E E S E E E E E E E E STA.=20+41.47 N=133149.55 E=201155.57 SSMH B5 SSMH B4 STA.=18+91.15 N=133056.04 E=201273.27 SAN SVC B4-1 INV. OUT=4941.27 (NE) FG=4947.44 SVC WYE B4-1 STA.=20+35.47 N=133145.82 E=201160.27 144. 3 2 L F 8 " P V C @ 0 . 4 0 % 28.70 LF 6" PVC @ 8.00% 18 + 0 0 19+0 0 20+0 0 BUILDING 8 BUILDING 12WATER LINE 1 SEE SHEETS C 620 - C 621AE R O L A N E 18 + 5 0 S T A . MAT C H LINE ROTATE CONE TO ORIENT MANHOLE LID OUTSIDE OF PAN 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 4 5 . 2 2 FG = 4 9 4 5 . 2 2 FG = 4 9 4 5 . 2 2 FG = 4 9 4 5 . 5 7 FG = 4 9 4 5 . 9 2 FG = 4 9 4 6 . 2 3 FG = FG = 18+5018+50 19+00 19+50 20+00 20+50 21+00 21+50 SS M H B 4 ST A 1 8 + 9 1 . 1 5 RI M 4 9 4 5 . 1 ± IN V . I N 4 9 3 7 . 7 3 ( N W ) IN V . O U T 4 9 3 7 . 5 3 ( N E ) SV C W Y E B 4 - 1 ST A 2 0 + 3 5 . 4 7 IN V . I N 4 9 3 8 . 3 1 ( N W ) IN V . I N 4 9 3 8 . 9 8 ( S W ) IN V . O U T 4 9 3 8 . 3 1 ( S E ) 144.32 LF 8" PVC @ 0.40% 6.00 LF 8" PVC @ 0.40% SS M H B 5 ST A 2 0 + 4 1 . 4 7 RI M 4 9 4 6 . 1 ± IN V . O U T 4 9 3 8 . 3 3 ( S E ) H Y D ELEC S F.O. X X XX S S X X 8 " W E E / / / / / / / / 12" W 12" W 12" W E E E E E E E E E VAULT ELEC VAULT ELEC E E E E E STA.=10+37.92 N=133012.74 E=201893.82 SSMH B1-1 37.92 LF 8" PVC @ 0.40% SSMH B1 STA.=10+00.00 N=132983.05 E=201870.23 STORM DRAIN 4 SEE SHEET C 630 WATER LINE 4 SEE SHEET C 625 WATER LINE 1 SEE SHEETS C 620 - C 621 STORM DRAIN 6 SEE SHEET C 635 SANITARY SEWER B SEE SHEETS C 613 - C 614 N O R T H L I N K L A N E CORDOVA ROAD N O R T H L I N K L A N E E F VA U L T EL E C W F W E E E E STA.=10+37.93 N=133332.38 E=201492.81 SSMH B3-1 37.93 LF 8" PVC @ 0.40%STA.=10+00.00 N=133302.68 E=201469.21 SSMH B3 WATER LINE 2 SEE SHEETS C 622 - C 623 WATER LINE 1 SEE SHEETS C 620 - C 621 SANITARY SEWER B SEE SHEETS C 613 - C 614 STORM DRAIN 6 SEE SHEET C 635 BUILDING 12 BUILDING 18 N O R T H L I N K L A N E AERO LANE 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 4 2 . 8 1 9+509+50 10+00 10+50 11+00 SS M H B 1 ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 2 . 8 ± IN V . I N 4 9 3 3 . 8 2 ( N W ) IN V . I N 4 9 3 3 . 8 2 ( N E ) IN V . O U T 4 9 3 3 . 6 5 ( S E ) SS M H B 1 - 1 ST A 1 0 + 3 7 . 9 2 RI M 4 9 4 3 . 0 ± IN V . O U T 4 9 3 3 . 9 7 ( S W ) 37.92 LF 8" PVC @ 0.40% 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 4 5 . 5 0 9+509+50 10+00 10+50 11+00 37.93 LF 8" PVC @ 0.40% SS M H B 3 ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 5 . 5 ± IN V . I N 4 9 3 6 . 2 7 ( S W ) IN V . I N 4 9 3 6 . 2 7 ( N E ) IN V . O U T 4 9 3 6 . 0 7 ( S E ) SS M H B 3 - 1 ST A 1 0 + 3 7 . 9 3 RI M 4 9 4 4 . 9 ± IN V . O U T 4 9 3 6 . 4 2 ( S W ) OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T SA N I T A R Y S E W E R B , B 1 , & B 3 P L A N & P R O F I L E 46 1" = 40' 1" = 5' C 614 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARDS & SPECIFICATIONS, CURRENT EDITION. 3.MANHOLE RIM ELEVATIONS 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. 4.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. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SANITARY SEWER SERVICES TO BE 6" PVC UNLESS OTHERWISE NOTED. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 9.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 10.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 11.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 12.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 13.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE NOTES LEGEND B B3 B1 MA T C H LI N E SE E S H E E T C 6 1 3 SANITARY SEWER B SANITARY SEWER B1 SANITARY SEWER B3 F T T E E E S E S F E E E E E E T UD U D U D E E E E E E EE E E E E E E E E E E E E E W W STA.=14+77.20 N=132956.17 E=201405.96 SSMH B2-3 SSMH B2-2 STA.=13+46.06 N=133058.85 E=201487.54 STA.=11+78.99 N=132954.92 E=201618.34 SSMH B2-1 SAN SVC B2-2 INV. OUT=4940.93 (SE) FG=4945.64 SAN SVC B2-1 INV. OUT=4940.32 (SW) FG=4944.63 STA.=14+73.20 N=132959.31 E=201408.45 SVC WYE B2-2 STA.=13+40.06 N=133055.12 E=201492.23 SVC WYE B2-1 178 . 9 9 L F 8 " P V C @ 0 . 4 0 % 1 6 1 . 0 7 L F 8 " P V C @ 0 . 4 0 % 127 . 1 4 L F 8 " P V C @ 0 . 3 9 % 6.04 LF 6" PVC @ 45.00% 5.42 LF 6" PVC @ 45.00% 11+ 0 0 1 2 + 0 0 1 3 + 0 0 14+ 0 0 SVC BEND B2-2 (45° VERTICAL) INV. IN=4940.15 (NW) INV. OUT=4940.15 (SE) FG=??? 39.17 LF 6" PVC @ 2.00% SSMH B2 STA.=10+00.00 N=133095.07 E=201729.69 GARAGE 6R A I N G A R D E N M STORM DRAIN 8 SEE SHEET C 635 WATER LINE 3 SEE SHEET C 624 SANITARY SEWER B SEE SHEETS C 613 - C 614 SANITARY SEWER B2-1 THIS SHEET-RIGHT GARAGE 5 BUILDING 16 BUILDING 18 BUILDING 17 WATER LINE 1 SEE SHEETS C 620 - C 621 STORM DRAIN 6 SEE SHEET C 635 STORM DRAIN 4 SEE SHEET C 630 18+ 5 0 S T A . M A T C H LI N E ROT A T E C O N E T O O R I E N T MA N H O L E L I D O U T S I D E O F P A N 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 4 3 . 4 0 FG = 4 9 4 3 . 1 1 FG = 4 9 4 2 . 8 1 FG = 4 9 4 2 . 6 3 FG = 4 9 4 2 . 5 2 FG = 4 9 4 2 . 8 6 FG = 4 9 4 3 . 1 4 FG = 4 9 4 3 . 4 5 FG = 4 9 4 4 . 2 6 FG = 4 9 4 3 . 6 7 9+509+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+50 SS M H B 2 ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 3 . 4 ± IN V . I N 4 9 3 4 . 7 5 ( N W ) IN V . I N 4 9 3 4 . 7 5 ( S W ) IN V . O U T 4 9 3 4 . 5 5 ( S E ) SS M H B 2 - 1 ST A 1 1 + 7 8 . 9 9 RI M 4 9 4 2 . 8 ± IN V . I N 4 9 3 5 . 6 6 ( N W ) IN V . I N 4 9 3 5 . 6 6 ( S W ) IN V . O U T 4 9 3 5 . 4 6 ( N E ) 161.07 LF 8" PVC @ 0.40% SS M H B 2 - 2 ST A 1 3 + 4 6 . 0 6 RI M 4 9 4 3 . 4 ± IN V . I N 4 9 3 6 . 5 5 ( S W ) IN V . O U T 4 9 3 6 . 3 3 ( S E ) 6.00 LF 8" PVC @ 0.40% SV C W Y E B 2 - 1 ST A 1 3 + 4 0 . 0 6 IN V . I N 4 9 3 6 . 3 1 ( N W ) IN V . I N 4 9 3 6 . 9 7 ( N E ) IN V . O U T 4 9 3 6 . 3 1 ( S E ) 127.14 LF 8" PVC @ 0.39% SV C W Y E B 2 - 2 ST A 1 4 + 7 3 . 2 0 IN V . I N 4 9 3 7 . 0 4 ( S W ) IN V . I N 4 9 3 7 . 7 1 ( N W ) IN V . O U T 4 9 3 7 . 0 4 ( N E ) 4.00 LF 8" PVC @ 0.60% SS M H B 2 - 3 ST A 1 4 + 7 7 . 2 0 RI M 4 9 4 3 . 5 ± IN V . O U T 4 9 3 7 . 0 7 ( N E ) 178.99 LF 8" PVC @ 0.40% 24" HDPE STORM STA.=10+41.00 B.O.P.=4939.10 18" HDPE STORM STA.=11+34.43 B.O.P.=4938.79 8" PVC WATER STA.=10+10.00 B.O.P.=4937.09 ±19" S E E E E E E E SSMH B2-1.1 STA.=10+61.00 N=132907.16 E=201580.40 SAN SVC B2-1.1 INV. OUT=4938.23 (NE) FG=4944.40 61.00 LF 8" PVC @ 0 . 4 0 % 41.32 LF 6" PVC @ 5.00% SSMH B2-1 STA.=10+00.00 N=132954.92 E=201618.34 SANITARY SEWER B2 THIS SHEET-LEFT BUILDING 17 GARAGE 5 GARAGE 6 STORM DRAIN 8 SEE SHEET C 635 WATER LINE 3 SEE SHEET C 624 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 4 2 . 8 1 FG = 4 9 4 3 . 2 1 9+509+50 10+00 10+50 11+00 SS M H B 2 - 1 ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 2 . 8 ± IN V . I N 4 9 3 5 . 6 6 ( N W ) IN V . I N 4 9 3 5 . 6 6 ( S W ) IN V . O U T 4 9 3 5 . 4 6 ( N E ) SS M H B 2 - 1 . 1 ST A 1 0 + 6 1 . 0 0 RI M 4 9 4 3 . 3 ± IN V . I N 4 9 3 6 . 1 6 ( S W ) IN V . O U T 4 9 3 5 . 9 1 ( N E ) 61.00 LF 8" PVC @ 0.40% OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T SA N I T A R Y S E W E R B 2 & B 2 - 1 P L A N & P R O F I L E 47 1" = 40' 1" = 5' C 615 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARDS & SPECIFICATIONS, CURRENT EDITION. 3.MANHOLE RIM ELEVATIONS 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. 4.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. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SANITARY SEWER SERVICES TO BE 6" PVC UNLESS OTHERWISE NOTED. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 9.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 10.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 11.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 12.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 13.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE NOTES LEGEND B2-1 B2 SANITARY SEWER B2 SANITARY SEWER B2-1 1 2 " W 1 2 " W 1 2 " W 1 2 " W 2 4 " W 2 4 " W 2 4 " W G A S F T T T T S S F F W S E E E E E W S F W E E E E E E F VA U L T EL E C S E E E E E E E E E W F W F F W T T S U D U D VA U L T EL E C VA U L T EL E C E E E E E E T E E E E E E E W UD U D UD E E E E E E E E E E E E E E E E E E E E E E S G G G G G G G G G E E E E E E E E E E W W 8" GV (NE) 12" GV (SE) STA.=10+00.00 | OFF.=0.0' N=132551.86 E=200955.33 TEE-12"x8" STA.=11+62.05 | OFF.=0.0' N=132693.43 E=201034.19 CROSS-8"x8" STA.=11+08.47 | OFF.=0.0' N=132646.62 E=201008.11 SERVICE TAP-2"Ø 4" GV (SE) STA.=10+91.49 | OFF.=0.0' N=132631.79 E=200999.85 TEE-8"x4"6" GV (NW) 8" GV (NE) STA.=11+38.49 | OFF.=0.0' N=132672.85 E=201022.73 SWIVEL TEE-8"x6" STA.=12+44.74 | OFF.=0.0' L N=132765.67 E=201074.43 SERVICE TAP-1"Ø STA.=13+83.87 | OFF.=0.0' N=132883.11 E=201148.68 SERVICE TAP-2"Ø 4" GV (NW) STA.=14+37.57 | OFF.=0.0' N=132916.04 E=201174.81 TEE-8"x4" 8" GV (NE) 6" GV (NW) STA.=13+08.69 | OFF.=0.0' R N=132821.28 E=201105.98 SWIVEL TEE-8"x6" STA.=15+31.41 | OFF.=0.0' N=132989.52 E=201233.19 SERVICE TAP-2"Ø 4" GV (NW) STA.=15+51.41 | OFF.=0.0' N=133005.18 E=201245.63 TEE-8"x4"6" GV (NW) STA.=15+91.18 | OFF.=0.0' N=133036.32 E=201270.37 SWIVEL TEE-8"x6" STA.=18+81.96 | OFF.=0.0' N=133263.99 E=201451.25 SERVICE TAP-2"Ø 4" GV (NW) STA.=18+76.96 | OFF.=0.0' N=133260.07 E=201448.14 TEE-8"x4" 4" GV (SE) STA.=18+22.98 | OFF.=0.0' N=133217.81 E=201414.56 TEE-8"x4" STA.=18+17.98 | OFF.=0.0' N=133213.89 E=201411.45 SERVICE TAP-2"Ø 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 2 0 + 0 0 2 1 + 0 0 N29°07' 1 6 " E91.49 L F 8 " P V C 16.97 LF 8" PVC N29°07'16"E 30.02 LF 8" PVC N29°07'16"E 23.56 LF 8" PVC N29°07'17"E N29°07' 1 5 " E38.94 L F 8 " P V C N38°25'52"E 42.03 LF 8" PVC 1 0 6 .0 2 L F 8 "P V C R =6 5 0 .0 0 ' N38°28'00"E 80.35 LF 8" PVC 20.00 LF 8" PVC N38°28'00"E N38°28'00"E 39.77 LF 8" PVC N38°28'00"E 158.73 LF 8" PVC N38°28'00"E 68.06 LF 8" PVC 5.00 LF 8" PVC N38°28'00"E N38°28'00"E 53.98 LF 8" PVC 5.00 LF 8" PVC N38°28'00"E 31.45 LF 8" PVC N38°28'00"E STA.=12+44.74 | OFF.=42.5' L N=132786.35 E=201037.31 METER PIT-1"Ø STA.=13+84.07 | OFF.=22.7' L N=132897.24 E=201130.89 METER PIT-2"Ø STA.=14+17.33 | OFF.=43.7' L N=132927.35 E=201127.99 WATER SERVICE-2.5"Ø STA.=11+38.49 | OFF.=40.5' L N=132692.55 E=200987.34 FIRE HYDRANT STA.=11+08.47 | OFF.=31.0' R N=132631.53 E=201035.20 METER PIT-2"Ø STA.=11+01.52 | OFF.=34.9' R N=132623.58 E=201035.19 WATER SERVICE-2.5"Ø STA.=12+44.74 | OFF.=53.9' L N=132791.92 E=201027.31 WATER SERVICE-1.5"Ø STA.=13+08.56 | OFF.=23.3' L N=132833.30 E=201085.99 FIRE HYDRANT STA.=15+31.41 | OFF.=41.0' L N=133015.02 E=201201.08 METER PIT-2"Ø STA.=15+31.41 | OFF.=49.7' L N=133020.41 E=201194.30 WATER SERVICE-2.5"Ø STA.=15+91.18 | OFF.=40.5' L N=133061.51 E=201238.66 FIRE HYDRANT STA.=18+17.98 | OFF.=50.0' R N=133182.77 E=201450.63 WATER SERVICE-2.5"Ø STA.=18+17.98 | OFF.=31.0' R N=133194.61 E=201435.72 METER PIT-2"Ø STA.=18+81.96 | OFF.=23.0' L N=133278.30 E=201433.23 METER PIT-2"Ø STA.=18+81.96 | OFF.=74.9' L N=133310.57 E=201392.62 WATER SERVICE-2.5"Ø BUILDING 8BUILDING 6 BUILDING 16 BUILDING 12 BUILDING 18 BUILDING 1 BUILDING 15 BUILDING 13 BFV EXISTING 24" WATER (NWCWD) UPSIZE SERVICE 5' AFTER METER UPSIZE SERVICE 5' AFTER METER UPSIZE SERVICE 5' AFTER METER UPSIZE SERVICE 5' AFTER METER UPSIZE SERVICE 5' AFTER METER CONNECT TO EXISTING WATER EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION STORM DRAIN 5-2 SEE SHEET C 632 STORM DRAIN 6 SEE SHEET C 635 WATER LINE 3 SEE SHEET C 624 SANITARY SEWER A SEE SHEETS C 610 - C 612 SANITARY SEWER A5 SEE SHEET C 612 SANITARY SEWER B SEE SHEETS C 613 - C 614 SANITARY SEWER B3 SEE SHEET C 614 WATER LINE 2 SEE SHEETS C 622 - C 623 SANITARY SEWER B2 SEE SHEET C 615 STORM DRAIN 3 SEE SHEET C 631 WATER LINE 3 SEE SHEET C 624 SANITARY SEWER A SEE SHEETS C 610 - C 612 D U F F D R I V E N O R T H L I N K L A N E AERO LANE 19+00 STA. MA T C H LI N E 30.00 LF 8" PVC N29°07'16"E N29°07' 1 6 " E52.69 L F 8 " P V C STA.=11+92.05 | OFF.=0.0' L N=132719.63 E=201048.79 GATE VALVE-8" STORM DRAIN 5 SEE SHEET C 633 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 24" RCP STORM STA.=18+92.22 B.O.P.=4940.73 12" HDPE STORM STA.=14+89.83 B.O.P.=4939.85 8" PVC SANITARY STA.=11+72.05 B.O.P.=4936.21 TO P = 4 9 4 0 . 8 0 TO P = 4 9 4 0 . 3 3 TO P = 4 9 3 9 . 8 7 TO P = 4 9 3 4 . 7 3 TO P = 4 9 3 9 . 4 7 TO P = 4 9 3 9 . 5 9 TO P = 4 9 3 9 . 7 1 TO P = 4 9 3 9 . 2 6 TO P = 4 9 3 8 . 6 9 TO P = 4 9 3 8 . 2 8 TO P = 4 9 3 8 . 3 6 TO P = 4 9 3 8 . 8 4 TO P = 4 9 3 9 . 4 2 TO P = 4 9 3 9 . 3 8 TO P = 4 9 3 9 . 3 4 TO P = 4 9 3 9 . 3 0 TO P = 4 9 3 9 . 2 6 TO P = 4 9 3 9 . 2 2 TO P = 4 9 3 9 . 1 8 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 TE E - 1 2 " X 8 " ST A . = 1 0 + 0 0 . 0 0 T. O . P . = 4 9 4 0 . 8 0 TE E - 8 " X 4 " ST A . = 1 0 + 9 1 . 4 9 T. O . P . = 4 9 3 9 . 9 5 SE R V I C E T A P - 2 " Ø ST A . = 1 1 + 0 8 . 4 7 T. O . P . = 4 9 3 9 . 7 9 SW I V E L T E E - 8 " X 6 " 8" G A T E V A L V E ( E ) ST A . = 1 1 + 3 8 . 4 9 T. O . P . = 4 9 3 9 . 5 1 CR O S S - 8 " X 8 " ST A . = 1 1 + 6 2 . 0 5 T. O . P . = 4 9 3 4 . 7 2 SE R V I C E T A P - 1 " Ø ST A . = 1 2 + 4 4 . 7 4 T. O . P . = 4 9 3 9 . 5 8 SW I V E L T E E - 8 " X 6 " ST A . = 1 3 + 0 8 . 6 9 T. O . P . = 4 9 3 9 . 7 3 TE E - 8 " X 4 " ST A . = 1 4 + 3 7 . 5 7 T. O . P . = 4 9 3 8 . 2 6 SE R V I C E T A P - 2 " Ø ST A . = 1 5 + 3 1 . 4 1 T. O . P . = 4 9 3 8 . 5 8 TE E - 8 " X 4 " ST A . = 1 5 + 5 1 . 4 1 T. O . P . = 4 9 3 8 . 8 6 SW I V E L T E E - 8 " X 6 " ST A . = 1 5 + 9 1 . 1 8 T. O . P . = 4 9 3 9 . 4 2 SE R V I C E T A P - 2 " Ø ST A . = 1 8 + 1 7 . 9 8 T. O . P . = 4 9 3 9 . 2 5 TE E - 8 " X 4 " ST A . = 1 8 + 2 2 . 9 8 T. O . P . = 4 9 3 9 . 2 4 TE E - 8 " X 4 " ST A . = 1 8 + 7 6 . 9 6 T. O . P . = 4 9 3 9 . 2 0 SE R V I C E T A P - 2 " Ø ST A . = 1 8 + 8 1 . 9 6 T. O . P . = 4 9 3 9 . 2 0 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC ST A . = 1 1 + 4 3 . 5 5 T. O . P . = 4 9 3 9 . 4 6 45 ° B E N D ST A . = 1 1 + 4 8 . 2 8 T. O . P . = 4 9 3 4 . 7 3 45 ° B E N D ST A . = 1 1 + 8 5 . 7 2 T. O . P . = 4 9 3 9 . 4 4 45 ° B E N D ST A . = 1 3 + 0 8 . 6 9 T. O . P . = 4 9 3 9 . 7 3 1° B E N D 0. 8 ° D E F L E C T I O N ST A . = 1 1 + 8 0 . 9 8 T. O . P . = 4 9 3 4 . 7 0 45 ° B E N D ST A . = 1 4 + 3 7 . 5 7 T. O . P . = 4 9 3 8 . 2 6 1° B E N D 0. 7 ° D E F L E C T I O N ST A . = 1 5 + 1 7 . 9 1 T. O . P . = 4 9 3 8 . 3 9 1° B E N D 0. 7 ° D E F L E C T I O N ST A . = 1 5 + 9 1 . 1 8 T. O . P . = 4 9 3 9 . 4 2 1° B E N D 0. 9 ° D E F L E C T I O N ±18" ±18" ±19" 1' MJR SE R V I C E T A P - 2 " Ø ST A . = 1 3 + 8 3 . 8 7 T. O . P . = 4 9 3 8 . 8 7 40' MJR 8' MJR 8' MJR 33' MJR 40' MJR GA T E V A L V E - 8 " ST A . = 1 1 + 9 2 . 0 5 T. O . P . = 4 9 3 9 . 4 5 24" HDPE STORM STA.=11+52.24 B.O.P.=4938.26 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T WA T E R L I N E 1 P L A N & P R O F I L E 48 1" = 40' 1" = 5' C 620 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE 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 EAST LARIMER COUNTY WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT 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 4.5' - 5.5' 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 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 ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 16.ALL WATER SERVICE LINES DESIGNATED FOR UP-SIZING SHALL BE UP-SIZED 5' FROM THE WATER METER IN THE DIRECTION OF THE BUILDING BEING SERVED. 17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE SHEET C 802) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 LEGEND NOTES 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 C 6 2 0 C 621 MA T C H LI N E SE E S H E E T C 6 2 1 WATER LINE 1 H Y D W EL E C S F.O . X X X XX X SS SS X X X 8" W 8" W W G G E E E / / / / / / / / 1 2 " W 1 2 " W 1 2 " W 1 2 " W E E E E E E E E E E F VAULT ELEC W T U D E E E E E E E E E E VA U L T EL E C VA U L T EL E C E E E E VAULT ELEC E E E E E E E E E 8" GV (NE) 8" GV (SE) 8" GV (NW) STA.=19+13.41 | OFF.=0.0' N=133288.61 E=201470.81 CROSS-8"x8" 8" GV (NW) 8" GV (SW) STA.=22+26.50 | OFF.=0.0' N=133093.47 E=201715.65 TEE-8"x8"STA.=24+26.24 | OFF.=0.0' N=132968.25 E=201871.25 8" GV (NW) 12" BFV (SW) 12" BFV (NE) CROSS-12"x8" STA.=24+32.53 | OFF.=0.0' N=132964.33 E=201876.17 BEND-22.5° STA.=24+82.29 | OFF.=0.0' R N=132920.86 E=201900.13 CONNECT TO EX. 8" PVC20+00 21+00 22+00 23+00 24+00 S51°26'39"E 47.88 LF 8" PVC S51°26'39"E 263.71 LF 8" PV C S51°26'39"E 147.26 LF 8" PVC 6.30 LF 8" PVC S51°26'39"E STA.=19+61.29 | OFF.=11.0' R N=133250.17 E=201501.40 FIRE HYDRANT S28° 0 5 ' 2 6 " E 48.0 1 L F 8 " P V C BUILDING 18 STA.=24+80.54 | OFF.=0.0' N=132921.97 E=201898.78 BEND-22.5° BUILDING 10 STORM DRAIN 4 SEE SHEET C 630 SANITARY SEWER B2 SEE SHEET C 615 SANITARY SEWER B SEE SHEETS C 613 - C 614 SANITARY SEWER B1 SEE SHEET C 614 STORMTECH CHAMBERS SEE SHEETS C 635 & C 807 STORM DRAIN 6 SEE SHEET C 635 SANITARY SEWER B3 SEE SHEET C 614 WATER LINE 2 SEE SHEETS C 622 - C 623 6" GV (SW) STA.=19+61.29 | OFF.=0.0' N=133258.77 E=201508.25 SWIVEL TEE-8"x6" WATER LINE 4 SEE SHEET C 625 WATER LINE 3 SEE SHEET C 624 NORTH LINK L A N E C O R D O V A R O A D NORTH LINK LA N E 19 + 0 0 S T A . MATCH LINE 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 8" PVC SANITARY STA.=22+36.50 T.O.P.=4935.47 ±20" TO P = 4 9 3 9 . 1 8 TO P = 4 9 3 9 . 1 8 TO P = 4 9 3 9 . 1 4 TO P = 4 9 3 8 . 9 5 TO P = 4 9 3 8 . 7 0 TO P = 4 9 3 8 . 4 6 TO P = 4 9 3 8 . 2 2 TO P = 4 9 3 7 . 9 7 TO P = 4 9 3 7 . 7 3 TO P = 4 9 3 7 . 4 9 TO P = 4 9 3 7 . 2 4 TO P = 4 9 3 7 . 0 0 TO P = 4 9 3 6 . 3 6 19+0019+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 8" PVC 8" PVC 8" PVC ST A . = 1 9 + 6 1 . 2 9 T. O . P . = 4 9 3 9 . 1 3 0° B E N D 0. 2 ° D E F L E C T I O N ST A . = 2 4 + 2 6 . 2 4 T. O . P . = 4 9 3 6 . 8 7 1° B E N D 1. 0 ° D E F L E C T I O N CO N N E C T T O E X . 8 " P V C ST A . = 2 4 + 8 2 . 2 9 T. O . P . = 4 9 3 5 . 6 6 BE N D - 2 2 . 5 ° ST A . = 2 4 + 3 2 . 5 3 T. O . P . = 4 9 3 6 . 7 4 CR O S S - 1 2 " X 8 " ST A . = 2 4 + 2 6 . 2 4 T. O . P . = 4 9 3 6 . 8 7 TE E - 8 " X 8 " ST A . = 2 2 + 2 6 . 5 0 T. O . P . = 4 9 3 7 . 8 4 SW I V E L T E E - 8 " X 6 " ST A . = 1 9 + 6 1 . 2 9 T. O . P . = 4 9 3 9 . 1 3 CR O S S - 8 " X 8 " ST A . = 1 9 + 1 3 . 4 1 T. O . P . = 4 9 3 9 . 1 7 BE N D - 2 2 . 5 ° ST A . = 2 4 + 8 0 . 5 4 T. O . P . = 4 9 3 5 . 7 0 10' MJR 10' MJR 10' MJR 10' MJR OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T WA T E R L I N E 1 P L A N & P R O F I L E 49 1" = 40' 1" = 5' C 621 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE 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 EAST LARIMER COUNTY WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT 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 4.5' - 5.5' 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 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 ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 16.ALL WATER SERVICE LINES DESIGNATED FOR UP-SIZING SHALL BE UP-SIZED 5' FROM THE WATER METER IN THE DIRECTION OF THE BUILDING BEING SERVED. 17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE SHEET C 802) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 LEGEND NOTES 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 C 6 2 0 C 621 MA T C H LI N E SE E S H E E T C 6 2 0 WATER LINE 1 A R V H 2 O V . P . V A U L T E L E C V A U L T E L E C V A U L T E L E C V A U L T E L E C 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W E E E E E E E E E E E E E 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W F W S S E E E E E E E E E E E E E S S S S T S W T S VA U L T EL E C VA U L T EL E C E E E E T E E E E E E E E E E E E E E T E E EE T S S S W W W T E E E E E E E E E E E E E E E E E E E E E E T E E E E E E E UD UD UD E E E E E E E E E S G G G G G G G G S W W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD S E E E E E E E W W F 8" GV (NE) 6" GV (SE) STA.=13+56.22 | OFF.=0.0' N=132878.56 E=200766.03 SWIVEL TEE-8"x6" STA.=13+52.72 | OFF.=0.0' N=132875.82 E=200763.85 BEND-11.25° 8" GV (NE) STA.=13+77.85 | OFF.=0.0' N=132895.49 E=200779.48 SERVICE TAP-1"Ø STA.=13+24.92 | OFF.=0.0' N=132851.53 E=200750.33 BEND-90° STA.=13+29.92 | OFF.=0.0' N=132855.90 E=200752.76 SERVICE TAP-1"Ø 8" GV (SW) 6" GV (SE) STA.=16+91.79 | OFF.=0.0' N=133141.30 E=200974.77 SWIVEL TEE-8"x6" STA.=13+11.58 | OFF.=0.0' N=132845.04 E=200761.98 SERVICE TAP-1.5"Ø STA.=15+74.60 | OFF.=0.0' N=133049.54 E=200901.87 SERVICE TAP-1"Ø4" GV (SW) STA.=12+96.59 | OFF.=0.0' N=132837.75 E=200775.08 TEE-8"x4" STA.=17+89.35 | OFF.=0.0' N=133217.68 E=201035.46 SERVICE TAP-1"Ø STA.=10+00.00 | OFF.=0.0' N=132693.43 E=201034.19 CROSS-8"x8" 9+ 9 1 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14+ 0 0 15+ 0 0 16+ 0 0 17+ 0 0 18+ 0 0 3.50 LF 8" PVC N38°28'00"E 21.63 LF 8" PVC N38°28'00"E N3 8 ° 2 8 ' 0 0 " E 52. 5 1 L F 8 " P V C N3 8 ° 2 8 ' 0 0 " E 97. 5 6 L F 8 " P V C BUILDING 8 BUILDING 6 BUILDING 1 CLUBHOUSE FITNESS CENTER LEASING BU I L D I N G 3 BUI L D I N G 7 BUI L D I N G 9 BUI L D I N G 10 STA.=13+56.22 | OFF.=8.0' R N=132873.56 E=200772.32 FIRE HYDRANT STA.=13+70.35 | OFF.=43.0' L N=132916.37 E=200741.15 WATER SERVICE-1"Ø STA.=13+97.85 | OFF.=43.0' L N=132937.90 E=200758.26 METER PIT-1"Ø STA.=14+04.35 | OFF.=43.0' L N=132942.99 E=200762.30 WATER SERVICE-1"Ø STA.=15+22.08 | OFF.=73.1' R N=132962.94 E=200926.45 METER PIT-3/4"Ø STA.=15+22.08 | OFF.=96.2' R N=132948.58 E=200944.54 WATER SERVICE-1"Ø STA.=15+53.10 | OFF.=43.0' L N=133059.46 E=200854.83 WATER SERVICE-1"Ø STA.=15+79.60 | OFF.=43.0' L N=133080.20 E=200871.32 METER PIT-1"Ø STA.=15+96.10 | OFF.=43.0' L N=133093.12 E=200881.58 WATER SERVICE-1"Ø STA.=16+91.79 | OFF.=13.5' R N=133132.89 E=200985.35 FIRE HYDRANT STA.=17+68.41 | OFF.=43.0' L N=133228.04 E=200988.77 WATER SERVICE-1"Ø STA.=18+10.85 | OFF.=43.0' L N=133261.27 E=201015.16 WATER SERVICE-1"Ø STA.=17+94.35 | OFF.=43.0' L N=133248.35 E=201004.90 METER PIT-1"Ø STA.=13+24.92 | OFF.=109.3' L N=132768.85 E=200678.87 METER PIT-1"Ø STA.=15+22.08 | OFF.=0.0' N=133008.42 E=200869.21 SERVICE TAP-3/4"Ø STA.=13+24.92 | OFF.=113.0' L N=132801.52 E=200649.00 WATER SERVICE-1"Ø STA.=13+11.58 | OFF.=25.6' L N=132822.68 E=200749.53 METER PIT-1.5"Ø STA.=13+22.88 | OFF.=67.0' L N=132791.98 E=200719.49 WATER SERVICE-2.5"Ø STA.=17+89.35 | OFF.=43.0' L N=133244.43 E=201001.79 METER PIT-1"Ø STA.=17+94.35 | OFF.=0.0' N=133221.60 E=201038.57 SERVICE TAP-1"Ø STA.=15+79.60 | OFF.=0.0' N=133053.46 E=200904.98 SERVICE TAP-1"Ø STA.=15+74.60 | OFF.=43.0' L N=133076.29 E=200868.21 METER PIT-1"Ø STA.=13+77.85 | OFF.=43.0' L N=132922.24 E=200745.82 METER PIT-1"Ø BUI L D I N G 4 N3 8 ° 2 8 ' 0 0 " E 112 . 1 9 L F 8 " P V C 5.00 LF 8" PVC N38°28'00"E 5.00 LF 8" PVC N38°28'00"E N3 8 ° 2 8 ' 0 0 " E 124 . 2 4 L F 8 " P V C 20.00 LF 8" PVC N38°28'00"E 8" GV (SW) STA.=13+97.85 | OFF.=0.0' N=132911.15 E=200791.92 SERVICE TAP-1"Ø BUI L D I N G 5 NO R T H L E M A Y A V E AERO L A N E EXISTING 24" WATER (NWCWD) EASEMENT EXCLUSION EASEMENT EXCLUSION (TYP. CARRIAGE HOUSES) EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION STORM DRAIN 5-2 SEE SHEET C 632 STORM DRAIN 5 SEE SHEET C 633 STORM DRAIN 5 SEE SHEET C 633 WATER LINE 1 SEE SHEETS C 620 - C 621 SANITARY SEWER A SEE SHEETS C 610 - C 612 SANITARY SEWER A5 SEE SHEET C 612 SANITARY SEWER A7 SEE SHEET C 612 STORM DRAIN 7 SEE SHEET C 630 STORM DRAIN 3 SEE SHEET C 631 SANITARY SEWER A SEE SHEETS C 610 - C 612 19+ 0 0 S T A . MA T C H LIN E GA R A G E 1 N6 0 ° 5 2 ' 5 8 " W 59 . 0 0 L F 8 " P V C STA.=10+50.00 | OFF.=0.0' N=132717.76 E=200990.51 GATE VALVE-8" 7.68 LF 8" PVC N38°28'00"E BU I L D I N G 2 14.99 LF 8" PVC N60°52'58"W 13.34 LF 8" PVC N60°52'58"W 5.00 LF 8" PVC N29°07'02"E 22.80 LF 8" PVC N29°07'02"E STA.=12+21.86 | OFF.=0.0' N=132801.38 E=200840.37 AIR-VAC VAULT - 8" 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 8" HDPE STORM STA.=10+55.55 B.O.P.=4941.22 8" HDPE STORM STA.=11+47.44 B.O.P.=4942.15 TO P = 4 9 3 4 . 7 2 TO P = 4 9 3 9 . 6 6 TO P = 4 9 4 0 . 0 8 TO P = 4 9 4 0 . 4 9 TO P = 4 9 4 0 . 9 1 TO P = 4 9 4 1 . 0 6 TO P = 4 9 4 1 . 7 4 TO P = 4 9 4 2 . 1 5 TO P = 4 9 3 9 . 5 8 TO P = 4 9 4 2 . 1 6 TO P = 4 9 4 2 . 1 4 TO P = 4 9 4 2 . 1 1 TO P = 4 9 4 2 . 0 9 TO P = 4 9 4 2 . 0 7 TO P = 4 9 4 2 . 0 2 TO P = 4 9 4 1 . 8 4 TO P = 4 9 4 1 . 6 5 TO P = 4 9 4 1 . 4 7 TO P = 4 9 4 1 . 2 9 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC ST A . = 1 0 + 1 0 . 0 0 T. O . P . = 4 9 3 4 . 7 2 45 ° B E N D ST A . = 1 0 + 1 4 . 6 6 T. O . P . = 4 9 3 9 . 3 7 45 ° B E N D ST A . = 1 2 + 2 1 . 8 6 T. O . P . = 4 9 4 1 . 0 9 1° B E N D 0. 5 ° D E F L E C T I O N ST A . = 1 2 + 6 2 . 3 3 T. O . P . = 4 9 4 1 . 0 4 45 ° B E N D ST A . = 1 2 + 6 4 . 2 8 T. O . P . = 4 9 3 9 . 0 8 45 ° B E N D ST A . = 1 2 + 8 4 . 2 6 T. O . P . = 4 9 3 9 . 0 8 45 ° B E N D ST A . = 1 2 + 8 6 . 7 9 T. O . P . = 4 9 4 1 . 6 3 45 ° B E N D ST A . = 1 3 + 5 6 . 2 2 T. O . P . = 4 9 4 2 . 2 0 1° B E N D 0. 5 ° D E F L E C T I O N ST A . = 1 3 + 7 0 . 2 5 T. O . P . = 4 9 4 2 . 1 9 45 ° B E N D ST A . = 1 3 + 7 2 . 8 5 T. O . P . = 4 9 3 9 . 6 0 45 ° B E N D ST A . = 1 4 + 0 2 . 8 5 T. O . P . = 4 9 3 9 . 5 8 45 ° B E N D ST A . = 1 4 + 0 5 . 4 4 T. O . P . = 4 9 4 2 . 1 8 45 ° B E N D ST A . = 1 6 + 9 1 . 7 9 T. O . P . = 4 9 4 2 . 0 5 0° B E N D 0. 2 ° D E F L E C T I O N CR O S S - 8 " X 8 " ST A . = 1 0 + 0 0 . 0 0 T. O . P . = 4 9 3 4 . 7 2 TE E - 8 " X 4 " ST A . = 1 2 + 9 6 . 5 9 T. O . P . = 4 9 4 1 . 7 1 SE R V I C E T A P - 1 . 5 " Ø ST A . = 1 3 + 1 1 . 5 8 T. O . P . = 4 9 4 1 . 8 3 SE R V I C E T A P - 1 " Ø ST A . = 1 3 + 2 9 . 9 2 T. O . P . = 4 9 4 1 . 9 8 BE N D - 9 0 ° ST A . = 1 3 + 2 4 . 9 2 T. O . P . = 4 9 4 1 . 9 4 BE N D - 1 1 . 2 5 ° ST A . = 1 3 + 5 2 . 7 2 T. O . P . = 4 9 4 2 . 1 7 SW I V E L T E E - 8 " X 6 " ST A . = 1 3 + 5 6 . 2 2 T. O . P . = 4 9 4 2 . 2 0 SE R V I C E T A P - 1 " Ø ST A . = 1 3 + 7 7 . 8 5 T. O . P . = 4 9 3 9 . 5 9 SE R V I C E T A P - 1 " Ø ST A . = 1 5 + 7 4 . 6 0 T. O . P . = 4 9 4 2 . 1 0 SW I V E L T E E - 8 " X 6 " ST A . = 1 6 + 9 1 . 7 9 T. O . P . = 4 9 4 2 . 0 5 SE R V I C E T A P - 1 " Ø ST A . = 1 7 + 8 9 . 3 5 T. O . P . = 4 9 4 1 . 6 9 ±18"40' MJR 8' MJR 10' MJR SE R V I C E T A P - 1 " Ø ST A . = 1 3 + 9 7 . 8 5 T. O . P . = 4 9 3 9 . 5 9 SE R V I C E T A P - 1 " Ø ST A . = 1 5 + 7 9 . 6 0 T. O . P . = 4 9 4 2 . 1 0 SE R V I C E T A P - 1 " Ø ST A . = 1 7 + 9 4 . 3 5 T. O . P . = 4 9 4 1 . 6 7 ±18" SE R V I C E T A P - 3 / 4 " Ø ST A . = 1 5 + 2 2 . 0 8 T. O . P . = 4 9 4 2 . 1 3 40' MJR 83' MJR GA T E V A L V E - 8 " ST A . = 1 0 + 5 0 . 0 0 T. O . P . = 4 9 3 9 . 6 6 ±20" AI R - V A C V A U L T - 8 " ST A . = 1 2 + 2 1 . 8 6 T. O . P . = 4 9 4 1 . 0 9 40' MJR4' MJR 4' MJR 4' M J R 3' MJR 20' MJR 30' MJR 15" HDPE STORM STA.=13+87.85 B.O.P.=4941.09 15" HDPE STORM STA.=12+74.33 B.O.P.=4940.58 ±18" OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T WA T E R L I N E 2 P L A N & P R O F I L E 50 1" = 40' 1" = 5' C 622 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE 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 EAST LARIMER COUNTY WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT 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 4.5' - 5.5' 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 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 ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 16.ALL WATER SERVICE LINES DESIGNATED FOR UP-SIZING SHALL BE UP-SIZED 5' FROM THE WATER METER IN THE DIRECTION OF THE BUILDING BEING SERVED. 17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE SHEET C 802) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 LEGEND NOTES 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 C 6 2 2 C 6 2 3 MA T C H LI N E SE E S H E E T C 6 2 3 WATER LINE 2 S E F VAULT ELEC W F W UD UD E E E E E E E E E E S S W E E E W E E E E E E E E UD UD UD UD UD UD STA.=19+60.30 | OFF.=0.0' N=133351.54 E=201141.81 SERVICE TAP-1"Ø6" GV (SE) 8" GV (NE) STA.=19+28.37 | OFF.=0.0' N=133326.53 E=201121.94 SWIVEL TEE-8"x6" STA.=20+07.45 | OFF.=0.0' N=133396.76 E=201142.08 SERVICE TAP-3/4"Ø STA.=20+33.71 | OFF.=0.0' N=133422.85 E=201139.08 BEND-45° 8" GV (NE) 8" GV (SE) STA.=21+35.50 | OFF.=0.0' N=133502.55 E=201202.40 TEE-8"x8" 8" GV (NE) 8" GV (SE) 8" GV (NW) STA.=24+78.74 | OFF.=0.0' N=133288.61 E=201470.81 CROSS-8"x8" STA.=25+20.69 | OFF.=0.0' N=133321.46 E=201496.91 REDUCER-8"x6" 8" GV (SW) STA.=25+26.69 | OFF.=0.0' N=133326.16 E=201500.64 TEMP. HYDRANT 21 + 0 0 22+00 23+00 24+00 25 + 0 0 STA.=20+15.18 | OFF.=14.0' R N=133406.03 E=201155.10 METER PIT-3/4"Ø STA.=20+17.77 | OFF.=16.6' R N=133408.90 E=201157.38 WATER SERVICE-1"Ø BUILDING 12 BU I L D I N G 11 STA.=19+28.25 | OFF.=85.8' R N=133273.06 E=201189.06 FIRE HYDRANT STA.=19+83.51 | OFF.=31.4' L N=133369.40 E=201113.63 WATER SERVICE-1"Ø STA.=19+60.30 | OFF.=15.0' L N=133360.87 E=201130.06 METER PIT-1"Ø 31.94 LF 8" PVC N38°28'00"E 39.47 LF 8" PVC N06°32'56"W 26.26 LF 8" PVC N06°32'56"W S51°26'39" E 343.24 LF 8 " P V C 47.95 LF 8" PVC N38°28'00"E AE R O L A N E EASEMENT EXCLUSION STORM DRAIN 6 SEE SHEET C 635 WATER LINE 1 SEE SHEETS C 620 - C 621 SANITARY SEWER B SEE SHEETS C 613 - C 614 SANITARY SEWER B3 SEE SHEET C 614 STA.=19+67.98 | OFF.=0.0' N=133357.55 E=201146.58 BEND-45° 19 + 0 0 S T A . MATCH LINE GA R A G E 4 GARAGE 3 FENCE POSTS TO BE EQUALLY SPACED FROM WATERLINE FENCE POSTS TO BE EQUALLY SPACED FROM WATERLINE 7.68 LF 8" PVC N38°28'00"E 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 8" PVC SANITARY STA.=24+68.74 T.O.P.=4937.00 TO P = 4 9 4 1 . 2 9 TO P = 4 9 4 1 . 2 9 TO P = 4 9 4 1 . 1 1 TO P = 4 9 4 0 . 9 2 TO P = 4 9 4 0 . 7 4 TO P = 4 9 4 0 . 5 6 TO P = 4 9 4 0 . 3 7 TO P = 4 9 4 0 . 1 9 TO P = 4 9 4 0 . 0 1 TO P = 4 9 3 9 . 8 3 TO P = 4 9 3 9 . 6 4 TO P = 4 9 3 9 . 4 6 TO P = 4 9 3 9 . 2 8 TO P = 4 9 3 9 . 1 5 19+0019+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 SW I V E L T E E - 8 " X 6 " ST A . = 1 9 + 2 8 . 3 7 T. O . P . = 4 9 4 1 . 1 8 SE R V I C E T A P - 1 " Ø ST A . = 1 9 + 6 0 . 3 0 T. O . P . = 4 9 4 1 . 0 7 BE N D - 4 5 ° ST A . = 1 9 + 6 7 . 9 8 T. O . P . = 4 9 4 1 . 0 4 SE R V I C E T A P - 3 / 4 " Ø ST A . = 2 0 + 0 7 . 4 5 T. O . P . = 4 9 4 0 . 9 0 BE N D - 4 5 ° ST A . = 2 0 + 3 3 . 7 1 T. O . P . = 4 9 4 0 . 8 0 TE E - 8 " X 8 " ST A . = 2 1 + 3 5 . 5 0 T. O . P . = 4 9 4 0 . 4 3 CR O S S - 8 " X 8 " ST A . = 2 4 + 7 8 . 7 4 T. O . P . = 4 9 3 9 . 1 7 8" PVC 8" PVC ST A . = 2 4 + 7 8 . 7 4 T. O . P . = 4 9 3 9 . 1 7 0° B E N D 0. 2 ° D E F L E C T I O N RE D U C E R - 8 " X 6 " ST A . = 2 5 + 2 0 . 6 9 T. O . P . = 4 9 3 9 . 1 3 TE M P . H Y D R A N T ST A . = 2 5 + 2 6 . 6 9 T. O . P . = 4 9 3 9 . 1 3 ±19" OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T WA T E R L I N E 2 P L A N & P R O F I L E 51 1" = 40' 1" = 5' C 623 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE 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 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 EAST LARIMER COUNTY WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT 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 4.5' - 5.5' 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 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 ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 16.ALL WATER SERVICE LINES DESIGNATED FOR UP-SIZING SHALL BE UP-SIZED 5' FROM THE WATER METER IN THE DIRECTION OF THE BUILDING BEING SERVED. 17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE SHEET C 802) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 LEGEND NOTES C 6 2 2 C 6 2 3 MA T C H LI N E SE E S H E E T C 6 2 0 WATER LINE 2 F F T T T T E E E S S F S S E E E E E E E W W S S F E E E E E E W F T UD U D U D E E T VA U L T EL E C W U D EE E E E E E E E E E E E E E E E E E E E E G G E E E E E E E E E E E E E W W STA.=10+00.00 | OFF.=0.0' N=132693.43 E=201034.19 CROSS-8"x8" 4" GV (NE) STA.=10+84.00 | OFF.=0.0' N=132652.55 E=201107.57 TEE-8"x4" STA.=11+16.50 | OFF.=0.0' N=132636.74 E=201135.97 SERVICE TAP-2"Ø STA.=11+54.11 | OFF.=0.0' N=132618.44 E=201168.82 BEND-90° 6" GV (SE) 8" GV (NE) STA.=11+76.59 | OFF.=0.0' N=132638.05 E=201179.80 SWIVEL TEE-8"x6" 6" GV (NW) STA.=15+94.91 | OFF.=0.0' N=132983.64 E=201415.01 SWIVEL TEE-8"x6" STA.=16+73.14 | OFF.=0.0' N=133044.89 E=201463.67 SERVICE TAP-1.5"Ø 6" GV (NW) STA.=16+60.30 | OFF.=0.0' N=133034.83 E=201455.68 TEE-8"x4" 4" GV (SE) STA.=15+60.31 | OFF.=0.0' N=132956.54 E=201393.48 TEE-8"x4" STA.=17+08.92 | OFF.=0.0' N=133072.90 E=201485.93 BEND-90° STA.=18+75.99 | OFF.=0.0' N=132968.97 E=201616.73 BEND-90° STA.=13+60.51 | OFF.=0.0' L N=132792.71 E=201279.34 SERVICE TAP-2"Ø 4" GV (SE) STA.=13+92.82 | OFF.=0.0' N=132819.84 E=201296.88 TEE-8"x4" STA.=11+16.50 | OFF.=23.0' L N=132656.83 E=201147.16 METER PIT-2"Ø BUILDING 16 BUILDING 17 BUILDING 18 BUILDING 14 BUILDING 15 STA.=11+75.99 | OFF.=17.5' R N=132628.99 E=201194.78 FIRE HYDRANT STA.=13+45.36 | OFF.=21.0' R N=132768.57 E=201288.77 FIRE HYDRANT STA.=13+84.82 | OFF.=38.1' R N=132792.42 E=201324.57 WATER SERVICE-2.5"Ø STA.=15+67.78 | OFF.=42.3' R N=132936.09 E=201431.24 WATER SERVICE-2.5"Ø STA.=16+05.75 | OFF.=24.1' R N=132977.11 E=201440.64 METER PIT-2"Ø STA.=16+73.14 | OFF.=19.3' L N=133056.89 E=201448.56 METER PIT-1.5"Ø STA.=16+60.10 | OFF.=68.8' L N=133077.49 E=201401.67 WATER SERVICE-2.5"ØSTA.=15+94.91 | OFF.=11.0' L N=132990.48 E=201406.40 FIRE HYDRANT STA.=16+05.75 | OFF.=0.0' N=132992.12 E=201421.75 SERVICE TAP-2"Ø STA.=13+60.51 | OFF.=17.0' R N=132783.48 E=201293.62 METER PIT-2"Ø 1 1 + 0 0 12+00 13+00 14+00 15+00 16+00 1 8 + 0 0 19+00 20+00 8" GV (NW) 8" GV (SW) STA.=20+35.00 | OFF.=0.0' N=133093.47 E=201715.65 TEE-8"x8" STA.=18+55.35 | OFF.=11.8' L N=132991.07 E=201607.93 FIRE HYDRANT 6" GV (NW) 8" GV (SW) STA.=18+87.81 | OFF.=0.0' N=132978.23 E=201624.09 SWIVEL TEE-8"x6" BUILDING 13 UPSIZE SERVICE 5' AFTER METER (TYP.) EASEMENT EXCLUSION EASEMENT EXCLUSION STORM DRAIN 6 SEE SHEET C 635 STORM DRAIN 5 SEE SHEET C 633 WATER LINE 1 SEE SHEETS C 620 - C 621 WATER LINE 1 SEE SHEETS C 620 - C 621 SANITARY SEWER A5 SEE SHEET C 612 SANITARY SEWER B SEE SHEETS C 613 - C 614 SANITARY SEWER B2-1 SEE SHEET C 615 SANITARY SEWER B2 SEE SHEET C 615 SANITARY SEWER A SEE SHEET C 612 STORM DRAIN 3 SEE SHEET C 631 STORMTECH CHAMBERS SEE SHEETS C 635 & C 807 STORM DRAIN 8 SEE SHEET C 635 WATER LINE 2 SEE SHEETS C 622 - C 623 N O R T H L I N K L A N E AERO L A N E 5' 5' 5' 32.50 LF 8" PVC S60°52'58"E 22.48 LF 8" PVC N29°13'59"E N32°52'33 " E154.32 LF 8 " P V C 15.16 LF 8" PVC N32°52'30"E 32.30 LF 8" PVC N32°52'30"E 37.88 LF 8" PVC N32°52'32"E 11 7 .1 0 L F 8 "P V C R =1 2 0 0 .0 0 ' 8" GV (SW) 6" GV (SE) STA.=13+45.36 | OFF.=0.0' L N=132779.98 E=201271.12 SWIVEL TEE-8"x6" 34.61 LF 8" PVC N38°28'00"E 10.84 LF 8" PVC N38°28'00"E N38°28'00"E 54.55 LF 8" PVC 12.84 LF 8" PVC N38°28'00"E 35.78 LF 8" PVC N38°28'00"E S 5 1 ° 3 2 ' 0 0 " E 1 6 7 . 0 7 L F 8 " P V C N38°28'00"E 147.19 LF 8" PVC 11.82 LF 8" PVC N38°28'00"E STA.=10+89.63 | OFF.=43.9' L N=132688.18 E=201133.87 WATER SERVICE-2.5"Ø 37.33 LF 8" PVC S60°52'58"E 51.67 LF 8" PVC S60°52'58"E STA.=10+32.33 | OFF.=0.0' N=132677.70 E=201062.43 GATE VALVE-8" EASEMENT EXCLUSION EASEMENT EXCLUSION 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 8" PVC SANITARY STA.=11+64.11 T.O.P.=4936.10 6" PVC SANITARY STA.=17+24.92 B.O.P.=4939.76 6" PVC SANITARY STA.=15+71.78 B.O.P.=4940.23 18" HDPE STORM STA.=19+07.50 B.O.P.=4938.84 24" HDPE STORM STA.=20+04.00 B.O.P.=4939.15 8" PVC SANITARY STA.=13+24.25 B.O.P.=4938.04 30" HDPE STORM STA.=14+48.92 B.O.P.=4937.87 6" PVC SANITARY STA.=11+35.80 T.O.P.=4936.50 8" HDPE STORM STA.=10+38.65 B.O.P.=4939.88 ±24" ±18" ±18" ±18" TO P = 4 9 3 4 . 7 2 TO P = 4 9 3 8 . 4 2 TO P = 4 9 3 8 . 6 0 TO P = 4 9 3 8 . 7 7 TO P = 4 9 3 8 . 7 1 TO P = 4 9 3 8 . 3 8 TO P = 4 9 3 8 . 0 5 TO P = 4 9 3 7 . 9 0 TO P = 4 9 3 7 . 6 7 TO P = 4 9 3 6 . 4 2 TO P = 4 9 3 8 . 1 2 TO P = 4 9 3 8 . 5 4 TO P = 4 9 3 8 . 8 8 TO P = 4 9 3 8 . 5 1 TO P = 4 9 3 8 . 1 3 TO P = 4 9 3 7 . 7 6 TO P = 4 9 3 7 . 3 8 TO P = 4 9 3 7 . 0 1 TO P = 4 9 3 6 . 9 7 TO P = 4 9 3 7 . 2 9 TO P = 4 9 3 7 . 6 2 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+40 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC ST A . = 1 0 + 1 0 . 0 0 T. O . P . = 4 9 3 4 . 7 2 45 ° B E N D ST A . = 1 0 + 1 3 . 5 8 T. O . P . = 4 9 3 8 . 3 0 45 ° B E N D ST A . = 1 1 + 7 6 . 5 9 T. O . P . = 4 9 3 8 . 8 6 1° B E N D 0. 6 ° D E F L E C T I O N ST A . = 1 8 + 7 6 . 0 2 T. O . P . = 4 9 3 6 . 8 1 1° B E N D 0. 8 ° D E F L E C T I O N ST A . = 1 5 + 9 4 . 9 1 T. O . P . = 4 9 3 8 . 9 2 1° B E N D 0. 9 ° D E F L E C T I O N ST A . = 1 4 + 6 0 . 2 1 T. O . P . = 4 9 3 7 . 7 9 45 ° B E N D ST A . = 1 4 + 3 8 . 8 7 T. O . P . = 4 9 3 6 . 4 1 45 ° B E N D ST A . = 1 4 + 5 8 . 8 5 T. O . P . = 4 9 3 6 . 4 2 45 ° B E N D ST A . = 1 4 + 3 7 . 7 8 T. O . P . = 4 9 3 7 . 5 0 45 ° B E N D ST A . = 1 3 + 1 2 . 8 7 T. O . P . = 4 9 3 7 . 9 6 45 ° B E N D ST A . = 1 3 + 4 5 . 3 6 T. O . P . = 4 9 3 7 . 9 2 1° B E N D 0. 5 ° D E F L E C T I O N ST A . = 1 3 + 3 5 . 6 3 T. O . P . = 4 9 3 7 . 8 8 45 ° B E N D ST A . = 1 3 + 1 4 . 2 5 T. O . P . = 4 9 3 6 . 5 8 45 ° B E N D ST A . = 1 3 + 3 4 . 2 5 T. O . P . = 4 9 3 6 . 5 0 45 ° B E N D CR O S S - 8 " X 8 " ST A . = 1 0 + 0 0 . 0 0 T. O . P . = 4 9 3 4 . 7 2 TE E - 8 " X 4 " ST A . = 1 0 + 8 4 . 0 0 T. O . P . = 4 9 3 8 . 5 4 SE R V I C E T A P - 2 " Ø ST A . = 1 1 + 1 6 . 5 0 T. O . P . = 4 9 3 8 . 6 5 SW I V E L T E E - 8 " X 6 " ST A . = 1 1 + 7 6 . 5 9 T. O . P . = 4 9 3 8 . 8 6 BE N D - 9 0 ° ST A . = 1 1 + 5 4 . 1 1 T. O . P . = 4 9 3 8 . 7 8 SW I V E L T E E - 8 " X 6 " ST A . = 1 3 + 4 5 . 3 6 T. O . P . = 4 9 3 7 . 9 2 SE R V I C E T A P - 2 " Ø ST A . = 1 3 + 6 0 . 5 1 T. O . P . = 4 9 3 7 . 8 5 TE E - 8 " X 4 " ST A . = 1 3 + 9 2 . 8 2 T. O . P . = 4 9 3 7 . 7 1 TE E - 8 " X 4 " ST A . = 1 5 + 6 0 . 3 1 T. O . P . = 4 9 3 8 . 6 3 SW I V E L T E E - 8 " X 6 " ST A . = 1 5 + 9 4 . 9 1 T. O . P . = 4 9 3 8 . 9 2 SE R V I C E T A P - 2 " Ø ST A . = 1 6 + 0 5 . 7 5 T. O . P . = 4 9 3 8 . 8 4 TE E - 8 " X 4 " ST A . = 1 6 + 6 0 . 3 0 T. O . P . = 4 9 3 8 . 4 3 SE R V I C E T A P - 1 . 5 " Ø ST A . = 1 6 + 7 3 . 1 4 T. O . P . = 4 9 3 8 . 3 3 BE N D - 9 0 ° ST A . = 1 7 + 0 8 . 9 2 T. O . P . = 4 9 3 8 . 0 7 BE N D - 9 0 ° ST A . = 1 8 + 7 5 . 9 9 T. O . P . = 4 9 3 6 . 8 1 SW I V E L T E E - 8 " X 6 " ST A . = 1 8 + 8 7 . 8 1 T. O . P . = 4 9 3 6 . 8 9 TE E - 8 " X 8 " ST A . = 2 0 + 3 5 . 0 0 T. O . P . = 4 9 3 7 . 8 4 ±22" ±22" ±18" 40' MJR 6' MJR 10' MJR 40' MJR 40' MJR 40' MJR 40' MJR 40' MJR 40' MJR 1' MJR 40' MJR 40' MJR 40' MJR 40' MJR 2' MJR 2' MJR2' MJR 20' MJR20' MJR±18" ±18" OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T WA T E R L I N E 3 P L A N & P R O F I L E 52 1" = 40' 1" = 5' C 624 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE 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 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 EAST LARIMER COUNTY WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT 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 4.5' - 5.5' 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 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 ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 16.ALL WATER SERVICE LINES DESIGNATED FOR UP-SIZING SHALL BE UP-SIZED 5' FROM THE WATER METER IN THE DIRECTION OF THE BUILDING BEING SERVED. 17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE SHEET C 802) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 LEGEND NOTES WATER LINE 3 HYD T E S T S T A H 2 O V A U L T E L E C ST HYD E L E C S F. O . W X X XX SS X X X X X X 12" W 12" W 12 " W E 12 " W E 8" W W G E E G G G 12 " W 12 " W E FO 12 " W 24 " W 24 " W 24" W ST STSTST / / / / / / / / / / / / / / / / 12" W 12" W 12" W 12" W 12" W 12" W E E E E E E E E E E E E E E E E E VAULT ELEC VAULT ELEC E E E E E E STA.=13+21.36 | OFF.=0.0' N=133006.52 E=201901.65 REDUCER-12"x6" 6" GV (SW) STA.=13+27.36 | OFF.=0.0' N=133011.22 E=201905.38 TEMP. HYDRANT STA.=12+72.48 | OFF.=0.0' L N=132968.25 E=201871.25 8" GV (NW) 12" BFV (SW) 12" BFV (NE) CROSS-12"x8" 6" GV (NW) 12" GV (SW) STA.=10+04.83 | OFF.=0.0' N=132757.50 E=201706.29 SWIVEL TEE-12"x6" STORM DRAIN 3 SEE SHEET C 631 STORM DRAIN 3-3 SEE SHEET C 632 STORM DRAIN 2 SEE SHEET C 630 POND OUTFALL 1-1 SEE SHEET C 630 STORM DRAIN 4 SEE SHEET C 630 WATER LINE 1 SEE SHEETS C 620 - C 621 SANITARY SEWER B SEE SHEETS C 613 - C 614 SANITARY SEWER A SEE SHEET C 612 SANITARY SEWER B1 SEE SHEET C 614 DETENTION POND 1 CORDOVA R O A D 15' UTILITY EASEMENT 15' UTILITY EASEMENT RAIN GARDEN C 42' HALF ROW 52' FL-FL STA.=10+04.83 | OFF.=39.0' L N=132780.54 E=201674.82 FIRE HYDRANT DETENTION POND 2 STORM DRAIN 6 SEE SHEET C 635 EXISTING FIRE HYDRANT NO R T H L I N K L A N E DU F F D R I V E HALF ROW VARIES 10+00 11+00 12+00 13+00 4.83 LF 12" PVC N36°09'00"E 98.19 LF 12"PVC R=2490.00' N38°27'54" E 169.46 LF 1 2 " P V C N38°27'54" E 48.88 LF 1 2 " P V C 6.00 LF 12" PVC N38°27'54"E ±19" 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 12" PVC 12" PVC ST A . = 1 1 + 5 5 . 2 2 T. O . P . = 4 9 3 6 . 7 1 1° B E N D 0. 5 ° D E F L E C T I O N ±18" 10" PVC SANITARY STA.=12+82.86 T.O.P.=4934.47 RE D U C E R - 1 2 " X 6 " ST A . = 1 3 + 2 1 . 3 6 T. O . P . = 4 9 3 7 . 1 4 TE M P . H Y D R A N T ST A . = 1 3 + 2 7 . 3 6 T. O . P . = 4 9 3 7 . 1 5 15" RCP STORM STA.=11+79.09 B.O.P.=4938.33 SW I V E L T E E - 1 2 " X 6 " ST A . = 1 0 + 0 4 . 8 3 T. O . P . = 4 9 3 7 . 6 9 GA T E V A L V E - 1 2 " ST A . = 1 0 + 0 0 . 0 0 T. O . P . = 4 9 3 7 . 7 3 CR O S S - 1 2 " X 8 " ST A . = 1 2 + 7 2 . 4 8 T. O . P . = 4 9 3 7 . 0 1 TO P = TO P = 4 9 3 7 . 7 3 TO P = 4 9 3 7 . 4 0 TO P = 4 9 3 7 . 0 7 TO P = 4 9 3 6 . 7 4 TO P = 4 9 3 6 . 8 2 TO P = 4 9 3 6 . 9 5 TO P = 4 9 3 7 . 0 8 9+509+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T WA T E R L I N E 4 P L A N & P R O F I L E 53 1" = 40' 1" = 5' C 625 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE 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 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 EAST LARIMER COUNTY WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT 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 4.5' - 5.5' 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 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 ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS. 12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN THESE PLANS. 13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN THESE PLANS. 14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR THIS AREA ARE AVAILABLE UPON REQUEST. 15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. 16.ALL WATER SERVICE LINES DESIGNATED FOR UP-SIZING SHALL BE UP-SIZED 5' FROM THE WATER METER IN THE DIRECTION OF THE BUILDING BEING SERVED. 17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE SHEET C 802) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 LEGEND NOTES WATER LINE 4 T E S T S T A H 2 O V A U L T E L E C ST 12" W E 12 " W 12 " W 12 " W 24 " W 24 " W 24 " W 24 " W ST E E E E 11+0 0 EX INLET 1 STA.=10+00.08 N=132348.65 E=201383.54 46.85 LF 15" RCP @ 0.50% OUTLET 1-2 STA.=10+71.87 N=132399.09 E=201343.22 30.41 LF 15" RCP @ 0.50% STA.=11+02.31 N=132429.46 E=201341.70 OUTLET 1-3 DU F F D R I V E SANITARY SEWER A SEE SHEETS C 610-C 611 DETENTION POND 2 24.95 LF 15" RCP @ 0.50% STMH 1-1 STA.=10+46.92 N=132374.16 E=201344.24 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 4 3 . 2 4 9+509+50 10+00 10+50 11+00 11+25 46.85 LF 15" RCP @ 0.50% 30.41 LF 15" RCP @ 0.50% EX I N L E T 1 ST A 1 0 + 0 0 . 0 8 FL . E L . = 4 9 4 2 . 4 ± IN V . I N 4 9 3 4 . 4 8 ( N W ) IN V . O U T 4 9 3 4 . 4 8 ( S W ) OU T L E T 1 - 2 ST A 1 0 + 7 1 . 8 7 FL . E L . = 4 9 4 2 . 1 ± IN V . I N 4 9 3 4 . 8 4 ( N ) IN V . O U T 4 9 3 4 . 8 4 ( S ) OU T L E T 1 - 3 ST A 1 1 + 0 2 . 3 1 FL . E L . = 4 9 3 6 . 5 ± IN V . O U T 4 9 3 4 . 9 9 ( S ) PRIVATE ST M H 1 - 1 ST A 1 0 + 4 6 . 9 2 IN V . I N 4 9 3 4 . 7 1 ( N ) IN V . O U T 4 9 3 4 . 7 1 ( S E ) 24.95 LF 15" RCP @ 0.50% PUBLIC EXISTING GROUND PROPOSED GROUND HYD X X XX X X X12 " W 12 " W 12 " W E E E E E E E E VA U L T EL E C 11+00 STA.=11+01.77 N=132885.17 E=201825.68 INLET 4-2 STA.=10+49.77 N=132917.52 E=201784.96 INLET 4-1 FES 4 STA.=9+99.83 N=132916.71 E=201735.86 47.44 LF 15" RCP @ 0.50% 52.00 LF 15" RCP @ 0.50% CO R D O V A R O A D STORM DRAIN 6 SEE SHEET C 635 WATER LINE 4 SEE SHEET C 625 DETENTION POND 1 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 3 8 . 0 8 FG = 4 9 4 1 . 5 9 FG = 4 9 4 1 . 7 2 9+509+50 10+00 10+50 11+00 11+50 47.44 LF 15" RCP @ 0.50% 52.00 LF 15" RCP @ 0.50% 100-YR HGL PRIVATE PUBLIC IN L E T 4 - 2 ST A 1 1 + 0 1 . 7 7 FL . E L . = 4 9 4 1 . 6 ± IN V . O U T 4 9 3 8 . 6 0 ( N W ) IN L E T 4 - 1 ST A 1 0 + 4 9 . 7 7 FL . E L . = 4 9 4 1 . 6 ± IN V . I N 4 9 3 8 . 3 4 ( S E ) IN V . O U T 4 9 3 8 . 3 3 ( W ) FE S 4 ST A 9 + 9 9 . 8 3 IN V . I N 4 9 3 8 . 0 9 ( E ) EXISTING GROUND PROPOSED GROUND 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 4 3 . 0 0 9+509+50 10+00 10+50 11+00 27.58 LF 15" HDPE @ 0.50% ±12" ±16" (TYP.) 4" PVC UNDERDRAIN (PERFORATED) 4" PVC UNDERDRAIN (NON-PERFORATED) FE S 7 - 1 ST A 1 0 + 0 0 . 0 0 IN V . I N 4 9 4 3 . 0 0 ( N E ) FE S 7 - 2 ST A 1 0 + 2 7 . 5 8 IN V . O U T 4 9 4 3 . 1 4 ( S W ) PRIVATE VAULTELEC E E E E E S ST E W UD UD UD UD UD FES 7-1 STA.=10+00.00 N=133170.71 E=200904.61 27.58 LF 15" HDPE @ 0.50% STA.=10+27.58 N=133193.27 E=200920.48 FES 7-2 BUILDING 7 BUILDING 9 NORTH LEMA Y A V E N U E 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 3 6 . 3 5 FG = 4 9 4 2 . 2 3 9+50 10+00 10+50 11+00 11+25 IN L E T 9 - 1 ST A 1 0 + 3 0 . 4 5 FL . E L . = 4 9 4 1 . 6 ± IN V . I N 4 9 3 6 . 4 9 ( S W ) IN V . O U T 4 9 3 6 . 4 9 ( N ) CH A M B E R M A N I F O L D 9 - 2 ST A 1 0 + 3 6 . 0 3 IN V . I N 4 9 3 6 . 5 2 ( S ) IN V . O U T 4 9 3 6 . 5 2 ( N E ) IN V . O U T 4 9 3 6 . 5 0 ( N W ) CH A M B E R M A N I F O L D 9 - 3 ST A 1 0 + 4 0 . 7 8 RI M 4 9 4 1 . 9 ± IN V . I N 4 9 3 6 . 5 4 ( S W ) IN V . O U T 4 9 3 6 . 5 4 ( N E ) IN V . O U T 4 9 3 6 . 5 2 ( N W ) CH A M B E R M A N I F O L D 9 - 4 ST A 1 0 + 4 5 . 5 3 RI M 4 9 4 2 . 1 ± IN V . I N 4 9 3 6 . 5 6 ( S W ) IN V . O U T 4 9 3 6 . 5 5 ( N W ) FE S 9 ST A 1 0 + 0 0 . 0 0 IN V . O U T 4 9 3 6 . 3 4 ( N E ) 30.05 LF 18" HDPE @ 0.50% 4.30 LF 12" HDPE @ 0.50% STORMTECH CHAMBERS SEE SHEETS C 511 & C 808 UD UD DETENTION FES 9 STA.=10+00.00 N=132573.49 E=201424.30 30.05 LF 18" HDPE @ 0.50% INLET 9-1 STA.=10+30.45 N=132600.85 E=201437.54 4.30 LF 12" HDPE @ 0.50% STA.=10+45.53 N=132614.33 E=201441.78 CHAMBER MANIFOLD 9-4 STA.=10+40.78 N=132610.35 E=201439.20 CHAMBER MANIFOLD 9-3 STA.=10+36.03 N=132606.36 E=201436.62 CHAMBER MANIFOLD 9-2 STORM DRAIN 3 SEE SHEET C 631 DETENTION POND 2 STORMTECH CHAMBERS SEE SHEETS C 511 & C 808 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ST O R M D R A I N S 1 , 4 , 7 , & 9 P L A N & P R O F I L E 54 1" = 40' 1" = 5' C 630 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE 7 4 1 9 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT WATER AND SANITARY SERVICE LINES TO AVOID STORM DRAIN LINES. WHERE DEFLECTIONS ARE UNABLE TO ACHIEVE MINIMUM BURY DEPTH AND 18" CLEARANCE FROM STORM DRAIN LINES, CONTRACTOR SHALL ACHIEVE BURY DEPTH AND INSTALL FLOWFILL AT CROSSING. 7.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 8.UNDERDRAIN RUNS TO BE INSTALLED UNDER AND PARALLEL TO OTHER PIPING SHALL USE NON-PERFORATED PIPING. ALL UNDERDRAIN PIPING SHALL BE PERFORATED UNLESS SPECIFIED OTHERWISE. 9.REFER TO SHEET C 806 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY NOTES LEGEND 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 STORM DRAIN 1 STORM DRAIN 4 STORM DRAIN 7 STORM DRAIN 9 F T T T S S W S S F W E E E E E S S S S F F W S W T UD UD E E E E T E E E E E E E T E E EE T E S S W W T E E EE E E E E E E E E T E E E E E UD E E E EEE EEE E E E E E E E E E S W E UD E E E E E W UDU D 10+ 0 0 1 1 + 0 0 1 2 + 0 0 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA.=18+97.84 N=133128.12 E=200992.47 BASIN 3-11 BASIN 3-10.1 INV. OUT=4943.52 (NE) FG=4946.32 BASIN 3-9.1 INV. OUT=4943.63 (NE) FG=4946.11 BASIN 3-10 STA.=18+80.93 N=133117.60 E=201005.70 BASIN 3-8.1 INV. OUT=4942.72 (NE) FG=4945.82 BASIN 3-9 STA.=18+48.18 N=133097.23 E=201031.34 BASIN 3-7.1 INV. OUT=4942.19 (NE) FG=4945.55 BASIN 3-6.1 INV. OUT=4941.49 (NE) FG=4945.20 BASIN 3-7 STA.=17+22.08 N=133018.76 E=201130.06 BASIN 3-6 STA.=16+75.59 N=132989.84 E=201166.45 STA.=15+15.98 N=132889.79 E=201290.82 INLET 3-5 BASIN 3-8 STA.=17+87.74 N=133059.61 E=201078.66 STA.=12+04.85 N=132723.86 E=201553.99 STMH 3-2 STA.=12+82.81 N=132766.17 E=201488.53 INLET 3-4 STMH 3-1 STA.=10+37.79 N=132581.57 E=201466.46 STA.=10+00.00 N=132570.54 E=201430.31 FES 3 37.79 LF 36" RCP @ 0.40% 113.86 LF 36" HDPE @ 0.40% 77.95 LF 30" HDPE @ 0.50% 233.17 LF 30" HDPE @ 0.50% 159.62 LF 12" HDPE @ 1 . 5 0 % 46.48 LF 12" HDPE @ 1.50% 65.66 LF 12" HDPE @ 1.50 % 60.45 LF 12" HDPE @ 1.50% 32.75 LF 12" HDPE @ 1.50% 16.90 LF 12" HDPE @ 1.50% 15.00 LF 6" HDPE @ 5.00% 15.01 LF 8" HDPE @ 5.00%15.02 LF 6" HDPE @ 2.00% 15.04 LF 6" HDPE @ 2.00% 15.04 LF 6" HDPE @ 2.00% 38.26 LF 8" HDPE @ 0.35% 42.75 LF 8" HDPE @ 0.35% AD 3-5.1 OUTFALL INV. IN=4942.75 (SW) FG=4942.85 AD 3-5.1 BASIN 1 INV. IN=4942.88 (SW) INV. OUT=4942.88 (NE) FG=4944.41 AD 3-5.1 BASIN 2 INV. OUT=4943.03 (NE) FG=4944.25 22.36 LF 8" HDPE @ 0.40% 34.57 LF 8" HDPE @ 0.40% 28.35 LF 8" HDPE @ 0.40% 53.46 LF 8" HDPE @ 0.40% 28.47 LF 8" HDPE @ 0.40% AD 3-5.2 OUTFALL INV. IN=4942.75 (NE) FG=4942.78 AD 3-5.2 BASIN 1 INV. IN=4942.84 (NE) INV. OUT=4942.84 (SW) FG=4944.53 AD 3-5.2 BASIN 5 INV. OUT=4943.42 (SW) FG=4944.68 AD 3-5.2 BASIN 3 INV. IN=4943.09 (NE) INV. OUT=4943.09 (SW) FG=4944.80 AD 3-5.2 BASIN 4 INV. IN=4943.31 (NE) INV. OUT=4943.31 (SW) FG=4945.02 AD 3-5.2 BASIN 2 INV. IN=4942.98 (NE) INV. OUT=4942.98 (SW) FG=4944.91 BUILDING 14 BUILDING 17 BUILDING 8 BUILDING 6 BUILDING 15 BUILDING 16 BU I L D I N G 5 BU I L D I N G 7 BU I L D I N G 9 BU I L D I N G 1 0 BUILDING 17 4" PERFORATED PVC UNDERDRAIN STORM DRAIN 3-2 SEE SHEET C 632 WATER LINE 1 SEE SHEETS C 620-C 621 WATER LINE 3 SEE SHEET C 624 WATER LINE 2 SEE SHEETS C 622-C 623 SANITARY SEWER A SEE SHEETS C 610-C 611 4" PERFORATED PVC UNDERDRAIN SANITARY SEWER A4 SEE SHEET C 624 SANITARY SEWER A7 SEE SHEET C 612 SANITARY SEWER B2-1 SEE SHEET C 615 SANITARY SEWER B2 SEE SHEET C 615 SANITARY SEWER B SEE SHEETS C 613-C 614 SANITARY SEWER A SEE SHEETS C 610-C 611 53.20 LF 36" HDPE @ 0.40%TEE 3-1.1 STA.=??? N=132678.55 E=201526.12 RAIN GARDEN D RAIN GARDEN M STORM DRAIN 9 SEE SHEET C 630 STORMTECH CHAMBERS SEE SHEETS C 511, C 630, & C 808 TEE 3-2.2 INV. IN=4936.90 (NE) INV. IN=4937.07 (NW) INV. OUT=4936.90 (SW) FG=4942.30 TEE 3-2.1 INV. IN=4936.69 (NE) INV. IN=4936.86 (NW) INV. OUT=4936.69 (SW) FG=4942.28 BASIN 3-2.1-1 INV. OUT=4936.90 (SE) FG=4941.71 BASIN 3-2.2-1 INV. OUT=4937.10 (SE) FG=4941.94 4925 4930 4935 4940 4945 4950 4955 4960 4965 4925 4930 4935 4940 4945 4950 4955 4960 4965 8" PVC WATER STA.=14+72.77 T.O.P.=4936.42 8" PVC WATER STA.=16+23.14 T.O.P.=4938.35 FG = 4 9 3 5 . 9 1 FG = 4 9 4 2 . 6 6 FG = 4 9 4 2 . 6 7 FG = 4 9 4 2 . 2 8 FG = 4 9 4 2 . 2 8 FG = 4 9 4 2 . 8 9 FG = 4 9 4 1 . 7 9 FG = 4 9 4 1 . 9 8 FG = 4 9 4 2 . 7 9 FG = 4 9 4 2 . 8 3 FG = 4 9 4 3 . 8 7 FG = 4 9 4 2 . 7 5 FG = 4 9 4 4 . 7 9 FG = 4 9 4 5 . 3 0 FG = 4 9 4 5 . 7 6 FG = 4 9 4 6 . 2 0 FG = 4 9 4 6 . 3 8 FG = 4 9 4 6 . 2 6 FG = 4 9 4 6 . 7 6 9+509+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 BA S I N 3 - 1 1 ST A 1 8 + 9 7 . 8 4 FL . E L . = 4 9 4 6 . 6 ± IN V . O U T 4 9 4 4 . 0 7 ( S E ) BA S I N 3 - 1 0 ST A 1 8 + 8 0 . 9 3 FL . E L . = 4 9 4 5 . 0 ± IN V . I N 4 9 4 3 . 8 2 ( S W ) IN V . I N 4 9 4 3 . 8 2 ( N W ) IN V . O U T 4 9 4 3 . 8 2 ( S E ) BA S I N 3 - 8 ST A 1 7 + 8 7 . 7 4 FL . E L . = 4 9 4 5 . 9 ± IN V . I N 4 9 4 2 . 4 2 ( N W ) IN V . I N 4 9 4 2 . 4 2 ( S W ) IN V . O U T 4 9 4 2 . 4 2 ( S E ) BA S I N 3 - 7 ST A 1 7 + 2 2 . 0 8 FL . E L . = 4 9 4 5 . 2 ± IN V . I N 4 9 4 1 . 4 4 ( S W ) IN V . I N 4 9 4 1 . 4 4 ( N W ) IN V . O U T 4 9 4 1 . 4 4 ( S E ) IN L E T 3 - 5 ST A 1 5 + 1 5 . 9 8 FL . E L . = 4 9 4 3 . 8 ± IN V . I N 4 9 3 8 . 3 5 ( N W ) IN V . O U T 4 9 3 8 . 3 4 ( S E ) IN L E T 3 - 4 ST A 1 2 + 8 2 . 8 1 FL . E L . = 4 9 4 2 . 2 ± IN V . I N 4 9 3 7 . 1 7 ( N W ) IN V . O U T 4 9 3 7 . 1 8 ( S E ) ST M H 3 - 1 ST A 1 0 + 3 7 . 7 9 FL . E L . = 4 9 4 2 . 6 ± IN V . I N 4 9 3 5 . 9 7 ( N E ) IN V . O U T 4 9 3 5 . 9 8 ( W ) BA S I N 3 - 6 ST A 1 6 + 7 5 . 5 9 FL . E L . = 4 9 4 5 . 2 ± IN V . I N 4 9 4 0 . 7 4 ( N W ) IN V . I N 4 9 4 0 . 7 4 ( S W ) IN V . O U T 4 9 4 0 . 7 4 ( S E ) ST M H 3 - 2 ST A 1 2 + 0 4 . 8 5 RI M 4 9 4 2 . 3 ± IN V . I N 4 9 3 6 . 6 4 ( N E ) IN V . I N 4 9 3 6 . 7 9 ( N W ) IN V . O U T 4 9 3 6 . 6 4 ( S W ) ±19" BA S I N 3 - 9 ST A 1 8 + 4 8 . 1 8 FL . E L . = 4 9 4 6 . 2 ± IN V . I N 4 9 4 3 . 3 3 ( S W ) IN V . I N 4 9 4 3 . 3 3 ( N W ) IN V . O U T 4 9 4 3 . 3 3 ( S E ) FE S 3 ST A 1 0 + 0 0 . 0 0 IN V . I N 4 9 3 5 . 8 3 ( E ) 37.79 LF 36" RCP @ 0.40% 77.95 LF 30" HDPE @ 0.50% 233.17 LF 30" HDPE @ 0.50% 159.62 LF 12" H D P E @ 1 . 5 0 % 46.48 LF 12" HDPE @ 1.50% 65.66 LF 12" HDPE @ 1.50% 60.45 LF 12" HDPE @ 1.50% 32.75 LF 12" HDPE @ 1.50% 16.90 LF 12" HDPE @ 1.50% 100-YR HGL ±26" PRIVATE ±18" 113.86 LF 36" HDPE @ 0.40% 53.20 LF 36" HDPE @ 0.40% TE E 3 - 1 . 1 ST A 1 1 + 5 1 . 6 5 IN V . I N 4 9 3 7 . 5 9 ( N W ) IN V . I N 4 9 3 6 . 4 3 ( N E ) IN V . O U T 4 9 3 6 . 4 3 ( S W ) RAIN GARDEN D RAIN GARDEN M OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ST O R M D R A I N 3 P L A N & P R O F I L E 55 1" = 40' 1" = 5' C 631 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT WATER AND SANITARY SERVICE LINES TO AVOID STORM DRAIN LINES. WHERE DEFLECTIONS ARE UNABLE TO ACHIEVE MINIMUM BURY DEPTH AND 18" CLEARANCE FROM STORM DRAIN LINES, CONTRACTOR SHALL ACHIEVE BURY DEPTH AND INSTALL FLOWFILL AT CROSSING. 7.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 8.UNDERDRAIN RUNS TO BE INSTALLED UNDER AND PARALLEL TO OTHER PIPING SHALL USE NON-PERFORATED PIPING. ALL UNDERDRAIN PIPING SHALL BE PERFORATED UNLESS SPECIFIED OTHERWISE. 9.REFER TO SHEET C 806 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY NOTES LEGEND 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 STORM DRAIN 3 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 4 2 . 2 8 FG = 4 9 4 2 . 3 0 FG = 4 9 4 3 . 1 5 FG = 4 9 4 1 . 5 5 FG = 4 9 3 7 . 5 9 9+509+50 10+00 10+50 11+00 11+50 12+00 42.62 LF 12" HDPE @ 0.40% OU T L E T 3 - 2 . 4 ST A 1 1 + 6 6 . 9 1 FL . E L . = 4 9 4 0 . 2 ± IN V . O U T 4 9 3 7 . 3 1 ( W ) 100-YR HGL PRIVATE ST M H 3 - 2 ST A 1 2 + 0 4 . 8 5 RI M 4 9 4 2 . 3 ± IN V . I N 4 9 3 6 . 6 4 ( N E ) IN V . I N 4 9 3 6 . 7 9 ( N W ) IN V . O U T 4 9 3 6 . 6 4 ( S W ) ST M H 3 - 2 . 3 ST A 1 2 + 0 9 . 5 7 RI M 4 9 4 4 . 1 ± IN V . I N 4 9 3 7 . 1 4 ( E ) IN V . O U T 4 9 3 7 . 1 4 ( S W ) 13.82 LF 12" HDPE @ 0.40% 51.26 LF 12" HDPE @ 0.40% 59.20 LF 12" HDPE @ 0.40% TE E 3 - 2 . 2 ST A 1 0 + 6 5 . 0 8 RI M 4 9 3 8 . 1 ± IN V . I N 4 9 3 6 . 9 0 ( N E ) IN V . I N 4 9 3 7 . 0 7 ( N W ) IN V . O U T 4 9 3 6 . 9 0 ( S W ) TE E 3 - 2 . 1 ST A 1 0 + 1 3 . 8 2 RI M 4 9 3 7 . 9 ± IN V . I N 4 9 3 6 . 6 9 ( N E ) IN V . I N 4 9 3 6 . 8 6 ( N W ) IN V . O U T 4 9 3 6 . 6 9 ( S W ) / / / / / / / / 12" W 12" W 12" W E E E 12+00 11+00 STA.=12+09.57 N=132830.72 E=201617.45 STMH 3-2.3 STA.=11+66.91 N=132829.98 E=201660.07 OUTLET 3-2.4 13.82 LF 12" HDPE @ 0.40% 42.62 LF 12" HDPE @ 0.40% STA.=10+00.00 N=132723.86 E=201553.99 STMH 3-2 BUILDING 17 STORM DRAIN 3 SEE SHEET C 631 WATER LINE 4 SEE SHEET C 625 51.26 LF 12" HDPE @ 0.40% TEE 3-2.2 INV. IN=4936.90 (NE) INV. IN=4937.07 (NW) INV. OUT=4936.90 (SW) FG=4942.30 59.20 LF 12" HDPE @ 0.40% 6.79 LF 8" HDPE @ 0.57% TEE 3-2.1 INV. IN=4936.69 (NE) INV. IN=4936.86 (NW) INV. OUT=4936.69 (SW) FG=4942.28 BASIN 3-2.1-1 INV. OUT=4936.90 (SE) FG=4941.71 BASIN 3-2.2-1 INV. OUT=4937.10 (SE) FG=4941.94 5.98 LF 8" HDPE @ 0.62% 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG = 4 9 4 5 . 4 6 FG = 4 9 4 3 . 5 0 9+509+5010+0010+5011+00 ST M H 5 - 2 ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 5 . 5 ± IN V . I N 4 9 3 9 . 5 6 ( N W ) IN V . I N 4 9 3 8 . 7 0 ( S W ) IN V . I N 4 9 4 0 . 7 9 ( N E ) IN V . O U T 4 9 3 8 . 7 0 ( S E ) 31.85 LF 24" HDPE @ 2.25% IN L E T 5 - 2 . 1 ST A 1 0 + 3 1 . 8 5 FL . E L . = 4 9 4 4 . 5 ± IN V . O U T 4 9 3 9 . 4 2 ( N E ) PRIVATE 100-YR HGL RAIN GARDEN A TF W E E E E E E E T S VA U L T EL E C VA U L T EL E C E E EE UD UD UD E E E G G G G G G G G 11+00 INLET 5-2.1 STA.=10+31.85 N=132684.05 E=200965.52 STA.=10+00.00 N=132711.87 E=200981.02 STMH 5-231.85 LF 24" HDPE @ 2.25% BUILDING 1 LEASING STORM DRAIN 5 SEE SHEET C 633 WATER LINE 1 SEE SHEETS C 620-C 621 WATER LINE 3 SEE SHEET C 624 SANITARY SEWER A5 SEE SHEET C 612 WATER LINE 2 SEE SHEETS C 622-C 623 SANITARY SEWER A SEE SHEETS C 610-C 611 RAIN GARDEN A OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ST O R M D R A I N S 3 - 2 & 5 - 2 P L A N & P R O F I L E 56 ######## 1" = 5' C 632 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT WATER AND SANITARY SERVICE LINES TO AVOID STORM DRAIN LINES. WHERE DEFLECTIONS ARE UNABLE TO ACHIEVE MINIMUM BURY DEPTH AND 18" CLEARANCE FROM STORM DRAIN LINES, CONTRACTOR SHALL ACHIEVE BURY DEPTH AND INSTALL FLOWFILL AT CROSSING. 7.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 8.UNDERDRAIN RUNS TO BE INSTALLED UNDER AND PARALLEL TO OTHER PIPING SHALL USE NON-PERFORATED PIPING. ALL UNDERDRAIN PIPING SHALL BE PERFORATED UNLESS SPECIFIED OTHERWISE. 9.REFER TO SHEET C 806 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY NOTES LEGEND 3-2 5-2 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 STORM DRAIN 3-2 STORM DRAIN 5-2 V.P. VAUL T ELEC VAUL T ELEC VAUL T ELEC E E E E E E E E E F S F W S W E E S S S S W S E E E W E E E E E E E E E E E E E E E E E E W U D UD U D S S W E E UD UD UD UD UD UD UD UD UD S E E E E E E E E E E E E E W WF UD 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA.=16+24.74 N=132818.20 E=200789.68 STMH 5-3 STA.=16+89.79 N=132875.06 E=200821.28 STMH 5-5 STA.=14+05.84 N=132711.87 E=200981.02 STMH 5-2 STMH 5-1 STA.=10+69.50 N=132547.98 E=201274.73 STA.=18+08.84 N=132949.12 E=200728.06 FES 5-6 FES 5 STA.=10+01.00 N=132488.24 E=201241.21 6 8 . 5 0 L F 2 4 " H D P E @ 1 . 9 9 % 242.28 LF 24" HDP E @ 0 . 5 0 % 92.02 LF 15" HDP E @ 0 . 5 0 % 6 5 . 0 4 L F 1 5 " H D P E @ 0 . 5 0 % 119.06 LF 15" HDPE @ 0.5 0 % NO R T H L E M A Y A V E BUILDING 3 BUILDING 4 BU I L D I N G 5 BUILDING 2 BUILDING 13 BUILDING 1 BUILDING 15 FITNESS CENTER LEASING 75.39 LF 24" HDPE @ 0 . 5 0 % 18.48 LF 8" HDPE @ 0.50% BEND 5-1.2-1 INV. IN=4938.18 (S) INV. OUT=4938.18 (NE) FG=4945.76 BASIN 5-1.2-2 INV. OUT=4938.27 (N) FG=4945.09 14.82 LF 8" HDPE @ 0.50% STA.=13+30.45 N=132675.13 E=201046.85 TEE 5-1.2 18.67 LF 24" HDPE @ 0.50% TEE 5-1.1 STA.=13+11.78 N=132666.03 E=201063.16 42.36 LF 8" HDPE @ 0.50% 33.86 LF 8" HDPE @ 0.50% 26.57 LF 8" HDPE @ 0.50% 26.57 LF 8" HDPE @ 0.50% 33.86 LF 8" HDPE @ 0 . 5 0 % 47.90 LF 8" HDPE @ 5.00% AD 5 BASIN 7 INV. OUT=4941.22 (SE) FG=4944.89 AD 5 BASIN 6 INV. IN=4941.01 (NW) INV. OUT=4941.01 (SE) FG=4945.13 AD 5 BASIN 5 INV. IN=4940.84 (NW) INV. OUT=4940.84 (SE) FG=4945.24 AD 5 BASIN 4 INV. IN=4940.71 (NW) INV. OUT=4940.71 (SE) FG=4944.97 AD 5 BASIN 3 INV. IN=4940.57 (NW) INV. OUT=4940.57 (SE) FG=4944.94AD 5 BASIN 2 INV. IN=4940.40 (NW) INV. OUT=4940.40 (SE) FG=4944.50 AD 5 BEND 1 INV. IN=4938.01 (NW) INV. OUT=4938.01 (E) FG=4944.66 AD 5 OUTFALL INV. IN=4935.59 (W) FG=4935.59 48.46 LF 8" HDPE @ 5.00% 21.81 LF 8" HDPE @ 0.50% 35.13 LF 8" HDPE @ 0.50% 41.98 LF 8" HDPE @ 0.50% 49.21 LF 8" HDPE @ 0.50% AD 5-2 OUTFALL INV. IN=4943.51 (W) FG=4943.51 AD 5-2 BEND 1 INV. IN=4943.76 (NW) INV. OUT=4943.76 (E) FG=4946.67 AD 5-2 BASIN 3 INV. IN=4944.14 (NW) INV. OUT=4944.14 (SE) FG=4946.79 AD 5-2 BASIN 2 INV. IN=4943.97 (NW) INV. OUT=4943.97 (SE) FG=4946.66 AD 5-2 BASIN 4 INV. IN=4944.25 (NW) INV. OUT=4944.25 (SE) FG=4946.79 76.01 LF 8" HDPE @ 0.50% 47.31 LF 8" HDPE @ 0.50% 53.19 LF 8" HDPE @ 0.50% BASIN 5-1.1-1 INV. IN=4940.28 (NE) INV. OUT=4940.28 (SW) FG=4943.38 BASIN 5-1.1-2 INV. IN=4940.51 (NE) INV. OUT=4940.51 (SW) FG=4944.25 BASIN 5-1.1-3 INV. OUT=4940.78 (SW) FG=4944.25 126.88 LF 15" HDP E @ 0 . 5 0 % STA.=14+97.86 N=132756.57 E=200900.59 TEE 5-3 GARAGE 8 GARAGE 7 AD 5-2 BASIN 5 INV. IN=4944.43 (NW) INV. OUT=4944.43 (SE) FG=4946.72 34.91 LF 8" HDPE @ 0.50% 42.11 LF 8" HDPE @ 0.50% AD 5-2 BASIN 6 INV. OUT=4944.64 (SE) FG=4946.72 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 6" PVC SANITARY STA.=12+14.62 B.O.P.=4936.02 8" PVC WATER STA.=13+50.42 T.O.P.=4934.72 6" PVC SANITARY STA.=15+46.47 T.O.P.=4938.62 FG = 4 9 3 5 . 5 8 FG = 4 9 4 5 . 3 2 FG = 4 9 4 4 . 4 4 FG = 4 9 4 4 . 7 8 FG = 4 9 4 4 . 9 6 FG = 4 9 4 5 . 0 4 FG = 4 9 4 5 . 2 1 FG = 4 9 4 5 . 2 6 FG = 4 9 4 5 . 5 5 FG = 4 9 4 5 . 4 6 FG = 4 9 4 5 . 8 1 FG = 4 9 4 6 . 0 5 FG = 4 9 4 6 . 2 7 FG = 4 9 4 6 . 7 9 FG = 4 9 4 7 . 4 4 FG = 4 9 4 7 . 7 9 FG = 4 9 4 3 . 8 7 FG = 4 9 4 1 . 7 9 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 68.50 LF 24" H D P E @ 1 . 9 9 % 242.28 LF 24" HDPE @ 0.50% 92.02 LF 15" HDPE @ 0.50% 65.04 LF 15" HDPE @ 0.50% 119.06 LF 15" HDPE @ 0.50% ST M H 5 - 3 ST A 1 6 + 2 4 . 7 4 RI M 4 9 4 6 . 4 ± IN V . I N 4 9 4 0 . 6 6 ( N E ) IN V . O U T 4 9 4 0 . 6 6 ( S E ) ST M H 5 - 5 ST A 1 6 + 8 9 . 7 9 RI M 4 9 4 7 . 2 ± IN V . I N 4 9 4 0 . 9 8 ( N W ) IN V . O U T 4 9 4 0 . 9 8 ( S W ) ST M H 5 - 2 ST A 1 4 + 0 5 . 8 4 RI M 4 9 4 5 . 5 ± IN V . I N 4 9 3 9 . 5 6 ( N W ) IN V . I N 4 9 3 8 . 7 0 ( S W ) IN V . I N 4 9 4 0 . 7 9 ( N E ) IN V . O U T 4 9 3 8 . 7 0 ( S E ) ST M H 5 - 1 ST A 1 0 + 6 9 . 5 0 RI M 4 9 4 4 . 3 ± IN V . I N 4 9 3 7 . 0 2 ( N W ) IN V . O U T 4 9 3 7 . 0 2 ( S W ) FE S 5 - 6 ST A 1 8 + 0 8 . 8 4 RI M 4 9 4 3 . 0 ± IN V . O U T 4 9 4 1 . 5 8 ( S E ) FE S 5 ST A 1 0 + 0 1 . 0 0 RI M 4 9 3 7 . 9 ± IN V . I N 4 9 3 5 . 6 6 ( N E ) 100-YR HGL ±18" ±18" ±12" CLEARANCE INSTALL FLOWFILL AT CROSSING 4" PVC UNDERDRAIN (PERFORATED) 4" PVC UNDERDRAIN (NON-PERFORATED)18.67 LF 24" HDPE @ 0.50% 75.39 LF 24" HDPE @ 0.50% 126.88 LF 15" HDPE @ 0.50% TE E 5 - 1 . 1 ST A 1 3 + 1 1 . 7 8 IN V . I N 4 9 3 8 . 2 3 ( N W ) IN V . I N 4 9 3 9 . 9 0 ( N E ) IN V . O U T 4 9 3 8 . 2 3 ( S E ) TE E 5 - 1 . 2 ST A 1 3 + 3 0 . 4 5 IN V . I N 4 9 3 8 . 3 2 ( N W ) IN V . I N 4 9 3 8 . 1 1 ( S W ) IN V . O U T 4 9 3 8 . 3 2 ( S E ) TE E 5 - 3 ST A 1 4 + 9 7 . 8 6 IN V . I N 4 9 4 0 . 0 2 ( N W ) IN V . I N 4 9 4 0 . 3 2 ( N E ) IN V . O U T 4 9 4 0 . 0 2 ( S E ) PRIVATE 8" PVC WATER STA.=16+34.71 T.O.P.=4939.09 8" PVC WATER STA.=17+35.22 T.O.P.=4939.58 ±18" OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ST O R M D R A I N 5 P L A N & P R O F I L E 57 1" = 40' 1" = 5' C 633 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT WATER AND SANITARY SERVICE LINES TO AVOID STORM DRAIN LINES. WHERE DEFLECTIONS ARE UNABLE TO ACHIEVE MINIMUM BURY DEPTH AND 18" CLEARANCE FROM STORM DRAIN LINES, CONTRACTOR SHALL ACHIEVE BURY DEPTH AND INSTALL FLOWFILL AT CROSSING. 7.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 8.UNDERDRAIN RUNS TO BE INSTALLED UNDER AND PARALLEL TO OTHER PIPING SHALL USE NON-PERFORATED PIPING. ALL UNDERDRAIN PIPING SHALL BE PERFORATED UNLESS SPECIFIED OTHERWISE. 9.REFER TO SHEET C 806 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY NOTES LEGEND 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 STORM DRAIN 5 W E W S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FITNESS CENTER LEASING 27 . 3 2 L F 8 " H D P E @ 0 . 5 0 % 20.28 LF 8" HDPE @ 0. 5 0 % BASIN 5-3.2.1 INV. IN=4942.58 (SE) INV. OUT=4942.58 (SW) FG=4946.34 BASIN 5-3.4 INV. IN=4942.76 (NE) INV. IN=4942.76 (NW) INV. OUT=4942.76 (SW) FG=4947.17 BASIN 5-3.3 INV. IN=4942.55 (NE) INV. OUT=4942.55 (SE) FG=4946.22 BASIN 5-3.2 INV. IN=4942.45 (NW) INV. IN=4942.45 (NE) INV. OUT=4942.45 (SW) FG=4946.34 4.17 LF 8" HDPE @ 44.90% 52 . 0 7 L F 8 " H D P E @ 0 . 5 0 % 45° BEND 5-3.1 INV. IN=4942.19 (NE) INV. OUT=4942.19 (SW) FG=4945.60 TEE 5-3 INV. IN=4940.02 (NW) INV. IN=4940.32 (NE) INV. OUT=4940.02 (SE) FG=4945.80 STMH 5-2 INV. IN=4939.56 (NW) INV. IN=4938.70 (SW) INV. IN=4940.79 (NE) INV. OUT=4938.70 (SE) FG=4945.46 43 . 1 5 L F 8 " H D P E @ 5 . 0 0 % TEE 5-2.1 INV. IN=4942.95 (SE) INV. IN=4942.95 (NW) INV. OUT=4942.95 (SW) FG=4947.13 24.50 LF 8" HDPE @ 5 . 0 0 % 8.06 LF 8" HDPE @ 0.50% BASIN 5-2.1.1 INV. IN=4944.17 (NW) INV. OUT=4944.17 (SE) INV. OUT=4944.18 (NE) FG=4947.02 16.19 LF 8" HDPE @ 0 . 5 0 % BEND 5-2.1.2 INV. IN=4944.26 (NE) INV. OUT=4944.26 (SE) FG=4946.84 5.32 LF 8" HDPE @ 0.50% BASIN 5-2.1.3 INV. OUT=4944.28 (SW) FG=4946.24 BASIN 5-2.2 INV. IN=4942.99 (NE) INV. OUT=4942.99 (NW) FG=4946.94 10.82 LF 8" HDPE @ 0.50% 9.38 LF 4" HDPE @ 0.50% BASIN 5-2.3 INV. IN=4943.04 (NW) INV. IN=4943.04 (NE) INV. OUT=4943.04 (SW) FG=4946.78 BASIN 5-2.3.1 INV. OUT=4943.09 (SE) FG=4947.06 26 . 5 0 L F 8 " H D P E @ 0 . 5 0 % BASIN 5-2.4 INV. IN=4943.18 (NE) INV. IN=4943.18 (NW) INV. OUT=4943.18 (SW) FG=4946.65 BASIN 5-2.4.1 INV. OUT=4943.22 (SE) FG=4946.61 9.30 LF 4" HDPE @ 0.50% 17 . 9 9 L F 8 " H D P E @ 0 . 5 0 % BASIN 5-2.5 INV. OUT=4943.27 (SW) FG=4946.06 RD 5-3.2.3.2-2 INV. OUT=4942.95 (NE) FG=4946.79 4.50 LF 4" HDPE @ 0.50% BASIN 5-3.2.3.2 INV. IN=4942.92 (SW) INV. IN=4942.92 (SE) INV. OUT=4942.92 (NW) FG=4946.33 18.53 LF 8" HDPE @ 0. 5 0 % BASIN 5-3.2.3 INV. IN=4942.81 (NE) INV. IN=4942.81 (SE) INV. OUT=4942.81 (NW) FG=4946.34 14.97 LF 8" HDPE @ 0.50% 22.58 LF 8" HDPE @ 0. 5 0 % BASIN 5-3.2.2 INV. IN=4942.70 (SE) INV. OUT=4942.70 (NW) FG=4946.34 22.58 LF 8" HDPE @ 0. 5 0 % 41 . 8 2 L F 8 " H D P E @ 0 . 5 0 % 13.45 LF 8" HDPE @ 0.50% 11.02 LF 4" HDPE @ 0.50% RD 5-3.5.1 INV. OUT=4942.88 (SW) FG=4947.48 BASIN 5-3.5 INV. IN=4942.82 (NW) INV. IN=4942.82 (NE) INV. OUT=4942.82 (SE) FG=4947.29 31.52 LF 8" HDPE @ 0 . 5 0 % BEND 5-3.6 INV. IN=4942.98 (N) INV. OUT=4942.98 (SE) FG=4947.94 1 8 . 1 8 L F 8 " H D P E @ 0 . 5 0 % BEND 5-3.7 INV. IN=4943.07 (NE) INV. OUT=4943.07 (S) FG=4948.14 4.31 LF 8" HDPE @ 0.50% TEE 5-3.8 INV. IN=4943.10 (NE) INV. IN=4943.43 (SE) INV. OUT=4943.09 (SW) FG=4948.17 11.13 LF 4" HDPE @ 0.50% RD 5-3.8.1 INV. OUT=4943.48 (NW) FG=4948.23 15.93 LF 8" HDPE @ 0.50% BASIN 5-3.9.1 INV. OUT=4943.21 (NW) FG=4947.34 6.79 LF 8" HDPE @ 0.50% BASIN 5-3.9 INV. IN=4943.18 (NE) INV. IN=4943.18 (SE) INV. OUT=4943.17 (SW) FG=4948.28 36 . 0 7 L F 8 " H D P E @ 0 . 5 0 % BEND 5-3.10 INV. IN=4943.36 (SE) INV. OUT=4943.36 (SW) FG=4948.43 6.79 LF 8" HDPE @ 0.50% BASIN 5-3.11 INV. IN=4943.39 (SE) INV. OUT=4943.39 (NW) FG=4947.32 4.34 LF 4" HDPE @ 0.50% RD 5-3.12 INV. OUT=4943.41 (NW) FG=4947.74 20 . 2 7 L F 8 " H D P E @ 0 . 5 0 % BASIN 5-3.4.1 INV. IN=4942.86 (N) INV. OUT=4942.86 (SW) FG=4946.61 14.42 LF 4" HDPE @ 0.50% 25 . 7 2 L F 4 " H D P E @ 0 . 5 0 % RD 5-3.4.1.2 INV. OUT=4943.07 (S) FG=4947.99 TRENCH OUTLET 5-3.4.1.1-1 INV. OUT=4943.06 (W) FG=4947.33 BASIN 5-3.2.5 INV. IN=4942.94 (NE) INV. OUT=4942.94 (SW) FG=4946.79 45 . 4 7 L F 8 " H D P E @ 0 . 5 0 % BASIN 5-3.2.6 INV. IN=4942.17 (SE) INV. OUT=4943.17 (SW) FG=4946.17 13.54 LF 4" HDPE @ 0.50% RD 5-3.2.7 INV. OUT=4942.23 (NW) FG=4946.84 3.27 LF 4" HDPE @ 0.50% 1.76 LF 4" HDPE @ 0.50% TEE 5-2.1.1.1 INV. IN=4944.22 (SW) INV. IN=4944.22 (NW) INV. OUT=4944.22 (NE) FG=4946.60 RD 5-2.1.1.1-1 INV. OUT=4944.24 (SE) FG=4946.52 1.81 LF 4" HDPE @ 0.50% 3.24 LF 4" HDPE @ 0.50% TEE 5-2.1.1.2 INV. IN=4944.23 (SW) INV. IN=4944.23 (SE) INV. OUT=4944.23 (NE) FG=4946.62 RD 5-2.1.1.3 INV. IN=4944.24 (SW) FG=4946.65 RD 5-2.1.1.2-1 INV. OUT=4944.24 (NW) FG=4946.69 7.56 LF 4" HDPE @ 0.58% 1.74 LF 4" HDPE @ 0.50%TEE 5-3.2.3.2-1 INV. IN=4942.94 (SW) INV. IN=4942.94 (SE) INV. OUT=4942.94 (NE) FG=4946.66 1.81 LF 4" HDPE @ 0.50% RD 5-3.2.3.2-1.1 INV. OUT=4942.95 (NW) FG=4946.71 8.09 LF 4" HDPE @ 0.50% 7.50 LF 4" HDPE @ 0.50% BEND 5-3.2.3.3 INV. IN=4942.96 (E) INV. OUT=4942.96 (NW) FG=4946.62 RD 5-3.2.2.4 INV. OUT=4943.00 (W) FG=4946.82 3.27 LF 8" HDPE @ 0.50% 1.24 LF 4" HDPE @ 0.50% RD 5-3.2.3.1-1 INV. OUT=4942.91 (NE) FG=4946.48 TEE 5-3.2.3.1 INV. IN=4942.90 (SE) INV. IN=4942.90 (SW) INV. OUT=4942.90 (NW) FG=4946.39 6.46 LF 4" HDPE @ 0.50% 7.08 LF 8" HDPE @ 0.50% RD 5-3.2.4-2 INV. OUT=4942.95 (NW) FG=4946.82 TEE 5-3.2.4 INV. IN=4942.88 (NE) INV. IN=4942.88 (SE) INV. OUT=4942.88 (SW) FG=4947.32 BASIN 5-3.2.4-1 INV. IN=4942.92 (SE) INV. OUT=4942.92 (NW) FG=4946.34 10.86 LF 8" HDPE @ 0.50% 16 . 6 5 L F 4 " H D P E @ 0 . 5 0 % 16 . 6 5 L F 4 " H D P E @ 0 . 5 0 % TEE 5-3.4.1.1 INV. IN=4942.99 (N) INV. IN=4942.99 (E) INV. OUT=4942.99 (S) FG=4947.44 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ST O R M D R A I N 5 - P O O L A R E A 58 1" = 10' N/A C 634 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 10 0 10 20 30 Feet (IN FEET) 1" = 10 ft. KEYMAP NOT TO SCALE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT WATER AND SANITARY SERVICE LINES TO AVOID STORM DRAIN LINES. WHERE DEFLECTIONS ARE UNABLE TO ACHIEVE MINIMUM BURY DEPTH AND 18" CLEARANCE FROM STORM DRAIN LINES, CONTRACTOR SHALL ACHIEVE BURY DEPTH AND INSTALL FLOWFILL AT CROSSING. 7.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 8.UNDERDRAIN RUNS TO BE INSTALLED UNDER AND PARALLEL TO OTHER PIPING SHALL USE NON-PERFORATED PIPING. ALL UNDERDRAIN PIPING SHALL BE PERFORATED UNLESS SPECIFIED OTHERWISE. 9.REFER TO SHEET C 806 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY NOTES LEGEND 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 ALL STORM SEWER IMPROVEMENTS SHOWN ON THIS SHEET TO BE PRIVATELY OWNED AND MAINTAINED. 1 2 " W 1 2 " W 1 2 " W E E E E E E E E E E F VAULT ELEC W F W T U D UD E E E E E VA U L T EL E C E VAULT ELEC E E E E E E E E E E E E E E 11+00 12+00 13+00 14+00 15+00 16+00 STA.=15+02.90 N=133305.46 E=201430.91 STMH 6-7 STA.=14+15.87 N=133237.47 E=201485.24 STMH 6-6 STA.=16+03.96 N=133366.66 E=201350.45 INLET 6-8 STMH 6-1 STA.=10+18.48 N=132989.79 E=201796.00 FES 6 STA.=10+00.00 N=132975.62 E=201784.13 18.48 LF 30" RCP @ 0.50% 205.17 LF 24" HD P E @ 0 . 5 0 % 87.03 LF 24" R C P @ 0 . 5 0 % 101.09 LF 24" R C P @ 0 . 5 0 % STA.=12+91.30 N=133159.83 E=201582.66 TEE 6-4 STA.=12+23.65 N=133117.67 E=201635.56 TEE 6-3 67.65 LF 24" HD P E @ 0 . 5 0 % 67.85 LF 24" HD P E @ 0 . 5 0 % STA.=13+59.15 N=133202.12 E=201529.59 TEE 6-5 56.72 LF 24" HDPE @ 0.50% 11.81 LF 8" HDPE @ 0.50% 37.55 LF 8" HDPE @ 0.50% BASIN 6-6.2 INV. OUT=4941.01 (NE) FG=4942.82 BASIN 6-6.1 INV. IN=4940.82 (SW) INV. OUT=4940.82 (NE) FG=4943.37 11.72 LF 8" HDPE @ 2.00% BASIN 6-5.1 INV. OUT=4940.61 (NE) FG=4943.37 11.62 LF 8" HDPE @ 2.00% BASIN 6-4.1 INV. OUT=4940.27 (NE) FG=4943.37 11.51 LF 8" HDPE @ 2.00% BASIN 6-3.1 INV. OUT=4939.93 (NE) FG=4942.87 STORMTECH CHAMBERS SEE SHEETS C 510 & C 807 DETENTION POND 1 BUILDING 18 BUILDING 12 NORTH LINK LA N E SANITARY SEWER B2 SEE SHEET C 615 WATER LINE 3 SEE SHEET C 624 SANITARY SEWER B SEE SHEETS C 613-C 614 SANITARY SEWER B3 SEE SHEET C 614 SANITARY SEWER B1 SEE SHEET C 614 STORM DRAIN 4 SEE SHEET C 630 STA.=10+24.25 N=132977.44 E=201670.08 STA.=10+29.00 N=132980.38 E=201666.35 TEE 8-2.2 RAIN GARDEN B 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 8" PVC SANITARY STA.=11+35.89 T.O.P.=4935.60 8" PVC SANITARY STA.=14+70.35 T.O.P.=4937.07 8" PVC WATER STA.=14+60.10 T.O.P.=4939.198" PVC WATER STA.=11+45.89 T.O.P.=4937.64 FG = 4 9 3 8 . 3 8 FG = 4 9 4 3 . 4 0 FG = 4 9 4 4 . 0 9 FG = 4 9 4 2 . 8 5 FG = 4 9 4 3 . 7 0 FG = 4 9 4 4 . 0 2 FG = 4 9 4 4 . 3 5 FG = 4 9 4 4 . 5 3 FG = 4 9 4 4 . 8 4 FG = 4 9 4 4 . 7 7 FG = 4 9 4 6 . 2 0 FG = 4 9 4 6 . 0 9 FG = 4 9 4 5 . 0 7 FG = 4 9 4 4 . 9 8 9+509+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 18.48 LF 30" RCP @ 0.50% 205.17 LF 24" HDPE @ 0.50% 87.03 LF 24" RCP @ 0.50% 101.09 LF 24" RCP @ 0.50% ST M H 6 - 7 ST A 1 5 + 0 2 . 9 0 RI M 4 9 4 6 . 2 ± IN V . I N 4 9 4 1 . 3 0 ( N W ) IN V . O U T 4 9 4 1 . 2 0 ( S E ) ST M H 6 - 6 ST A 1 4 + 1 5 . 8 7 RI M 4 9 4 4 . 7 ± IN V . I N 4 9 4 0 . 7 6 ( N W ) IN V . I N 4 9 4 0 . 7 6 ( S W ) IN V . O U T 4 9 4 0 . 6 6 ( S E ) IN L E T 6 - 8 ST A 1 6 + 0 3 . 9 6 RI M 4 9 4 5 . 0 ± IN V . O U T 4 9 4 1 . 8 0 ( S E ) ST M H 6 - 1 ST A 1 0 + 1 8 . 4 8 RI M 4 9 4 2 . 4 ± IN V . I N 4 9 3 8 . 6 8 ( N W ) IN V . O U T 4 9 3 8 . 4 7 ( S W ) FE S 6 ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 0 . 8 ± IN V . I N 4 9 3 8 . 3 8 ( N E ) ±18" ±19" TE E 6 - 3 ST A 1 2 + 2 3 . 6 5 IN V . I N 4 9 3 9 . 7 0 ( N W ) IN V . I N 4 9 3 9 . 7 0 ( S W ) IN V . O U T 4 9 3 9 . 7 0 ( S E ) 67.65 LF 24" HDPE @ 0.50% TE E 6 - 4 ST A 1 2 + 9 1 . 3 0 IN V . I N 4 9 4 0 . 0 4 ( N W ) IN V . I N 4 9 4 0 . 0 4 ( S W ) IN V . O U T 4 9 4 0 . 0 4 ( S E ) 67.85 LF 24" HDPE @ 0.50% TE E 6 - 5 ST A 1 3 + 5 9 . 1 5 IN V . I N 4 9 4 0 . 3 8 ( N W ) IN V . I N 4 9 4 0 . 3 8 ( S W ) IN V . O U T 4 9 4 0 . 3 8 ( S E ) 56.72 LF 24" HDPE @ 0.50% 100-YR HGL PRIVATE RAIN GARDEN B 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 8" PVC SANITARY STA.=10+51.47 T.O.P.=4935.97 8" PVC WATER STA.=10+61.90 T.O.P.=4937.02 FG = 4 9 3 8 . 7 4 FG = 4 9 4 2 . 6 1 FG = FG = 9+509+50 10+00 10+50 11+00 11+50 11+75 IN L E T 8 - 4 ST A 1 0 + 6 8 . 2 9 RI M 4 9 4 2 . 2 ± IN V . O U T 4 9 3 9 . 0 4 ( E ) 34.53 LF 18" HDPE @ 0.50% FE S 8 ST A 1 0 + 0 0 . 0 0 IN V . I N 4 9 3 8 . 7 4 ( N W ) CH A M B E R W E I R M H 8 - 2 ST A 1 0 + 1 9 . 5 0 IN V . I N 4 9 3 8 . 8 7 ( N W ) IN V . I N 4 9 3 8 . 8 7 ( N E ) IN V . O U T 4 9 3 8 . 8 3 ( S E ) CH A M B E R M A N I F O L D 8 - 3 ST A 1 0 + 3 3 . 7 5 IN V . I N 4 9 3 8 . 8 7 ( W ) IN V . I N 4 9 3 8 . 8 7 ( N E ) IN V . O U T 4 9 3 8 . 8 7 ( S E ) 19.50 LF 18" HDPE @ 0.50% ±22" STORMTECH CHAMBERS SEE SHEETS C 510 & C 807 PRIVATE E E E U D E E E E E E E E E E STA.=10+68.29 N=132995.96 E=201630.47 INLET 8-4 STA.=10+33.75 N=132983.31 E=201662.60 CHAMBER MANIFOLD 8-3 CHAMBER WEIR MH 8-2 STA.=10+19.50 N=132974.51 E=201673.81 FES 8 STA.=10+00.00 N=132961.98 E=201688.76 34.53 LF 18" HDPE @ 0.50% 19.50 LF 18" HDPE @ 0.50% 67.65 LF 24" HD P E @ 0 . 5 0 % 11.62 LF 8" HDPE @ 2.00% STORMTECH CHAMBERS SEE SHEETS C 510 & C 807 DETENTION POND 1 BUILDING 18 GARAGE 5 SANITARY SEWER B2-1 SEE SHEET C 615 SANITARY SEWER B2 SEE SHEET C 615 WATER LINE 3 SEE SHEET C 624 STORM DRAIN 4 SEE SHEET C 630 STA.=10+24.25 N=132977.44 E=201670.08 TEE 8-2.1 STA.=10+29.00 N=132980.38 E=201666.35 TEE 8-2.2 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ST O R M D R A I N 6 & 8 P L A N & P R O F I L E 59 1" = 40' 1" = 5' C 635 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 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 40 0 40 80 120 Feet (IN FEET) 1" = 40 ft. KEYMAP NOT TO SCALE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT WATER AND SANITARY SERVICE LINES TO AVOID STORM DRAIN LINES. WHERE DEFLECTIONS ARE UNABLE TO ACHIEVE MINIMUM BURY DEPTH AND 18" CLEARANCE FROM STORM DRAIN LINES, CONTRACTOR SHALL ACHIEVE BURY DEPTH AND INSTALL FLOWFILL AT CROSSING. 7.THE DEPTHS OF ALL DRY UTILITY CROSSINGS SHOWN IN PROFILES ARE ASSUMED BASED ON STANDARD BURY DEPTHS, CONTRACTOR SHALL CONFIRM DRY UTILITY LOCATIONS IN THE FIELD PRIOR TO REMOVAL/RELOCATION. 8.UNDERDRAIN RUNS TO BE INSTALLED UNDER AND PARALLEL TO OTHER PIPING SHALL USE NON-PERFORATED PIPING. ALL UNDERDRAIN PIPING SHALL BE PERFORATED UNLESS SPECIFIED OTHERWISE. 9.REFER TO SHEET C 806 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY NOTES LEGEND 6 8 STORM DRAIN 8STORM DRAIN 6 TEST STA TEST STA V.P. ST F.O. X X XX X X X X X X X X X UD UD UD UD UD UDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD / / / / / / / / / / / / / / / / PROPOSED STORM DRAIN PROPOSED POND OUTFALL PROPOSED 2' CONCRETE PAN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING STORM DRAIN PROPOSED 2' CONCRETE PAN POND OUTLET STRUCTURE PROPOSED CULVERT A 2.55 ac B 1.93 ac D 1.58 ac C 3.95 ac E 3.93 ac J 0.31 ac K 0.45 ac OS1 .906 ac M 2.47 ac L 0.64 ac N 1.01 ac POND OUTLET STRUCTURE PROPOSED STORM DRAIN C D E B J K OS1 L M N A NO R T H L E M A Y A V E N U E DUFF DRIVE LINK LANE DETENTION POND 2 RAIN GARDEN A RAIN GARDEN D DETENTION POND 1 RAIN GARDEN B DOG PARK RAIN GARDEN M OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 1.REFER TO THE FINAL DRAINAGE REPORT, DATED MARCH 6, 2024 BY AVANT CIVIL GROUP FOR ADDITIONAL INFORMATION. A FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION LEGEND NOTES 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 DE V E L O P E D D R A I N A G E E X H I B I T 60 1" = 50' N/A C 701 POND SUMMARY TABLE Pond ID Tributary Area (Ac)1 Weighted % Imperviousness (%) Extended Detention WQCV (cu-ft) 100-Yr. Detention Vol. (Ac-Ft) 100-Yr. Detention WSEL(Ft) Peak Release (cfs)3 Pond 1 6.1 68 4716 1.27 4942.20 2.5 Pond 2 11.41 59 7713 2.76 4942.10 1 Notes: 1. Tributary area shown does not include off-site basin(s) 2. Total WQCV for site will be provded in Pond 2 3. Overall site release rate of 3.5 cfs divided between Ponds 1 and 2 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 SA N I T A R Y S E W E R D E T A I L S 61 N/A N/A C 800 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 WA T E R L I N E D E T A I L S 62 N/A N/A C 801 WATER METER NOTES: ·METER PROVIDED BY UTILITY PROVIDER (ELCO) ·METER INSTALLED BY UTILITY PROVIDER (ELCO) ·METER PIT PROVIDED BY CONTRACTOR ·METER PIT INSTALLED BY CONTRACTOR OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 WA T E R L I N E D E T A I L S 63 N/A N/A C 802 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ST O R M D R A I N D E T A I L S 64 N/A N/A C 803 A A SECTION A-A PLAN VIEW (TYP.) DIRECTION OF FLOW FLOWLINE OF DRAIN PIPE LENGTH (VARIES, SEE TABLE) 6.0" DIRECTION OF FLOW SLOPE GRADING TO MATCH RAIN GARDEN SIDE SLOPE DRAIN PIPE SIZE VARIES, SEE TABLE RAIN GARDEN SIDE SLOPE (NATIVE MATERIAL) RAIN GARDEN BOTTOM (BIO-MEDIA) RIBBED CONCRETE RUNDOWN 4.0"12" RAIN GARDEN BOTTOM (BIO-MEDIA) 4.0" 2.0" 12.0" 4.0" SIDE WALL HEIGHT NATIVE MATERIAL SUB-BASE UNDER RUNDOWN AND FOREBAY RIBBED CONCRETE RUNDOWN 6.0" THICK CONCRETE BASE DRAIN SLOTS IN RIBS, 1" WIDE, STAGGERED 12" APART (TYP.) RIP RAP (D50=9") EXTENDING 2' FROM OUTSIDE EDGE RIP RAP (D50=9") EXTENDING 2' FROM OUTSIDE EDGE, 6" DEEP WIDTH (VARIES, SEE TABLE) 6.0" TYP. DRAIN PIPE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ST O R M D R A I N D E T A I L S 65 N/A N/A C 804 CHK'DMM/DD/YYREV.DESCRIPTION BY 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 NOTE: ALL DIMENSIONS ARE ± 1/2 FOOT. DRAWING NUMBER: NTS TJR 12/29/16 1 OF 1 6 INITIAL BACKFILL JAB 04/02/20 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE MIN. COVER TO RIGID PAVEMENT, H MIN. COVER TO FLEXIBLE PAVEMENT, H RECOMMENDED MINIMUM TRENCH WIDTHS © 2020 ADS, INC MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS** * VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER **SEE BACKFILL REQUIREMENTS IN NOTE 6. NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-1500mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING TO THE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL. PIPE DIAM.MIN. TRENCH WIDTH 4"21" (100mm)(533mm) 6"23" (150mm)(584mm) 8"26" (200mm)(660mm) 10"28" (250mm)(711mm) 12"30" (300mm)(762mm) 15"34" (375mm)(864mm) 18"39" (450mm)(991mm) 24"48" (600mm)(1219mm) 30"56" (750mm)(1422mm) 36"64" (900mm)(1626mm) 42"72" (1050mm)(1829mm) 48"80" (1200mm)(2032mm) 60"96" (1500mm)(2438mm) SURFACE LIVE LOADING CONDITION PIPE DIAM.H-25 HEAVY CONSTRUCTION (75T AXLE LAOD) * 12" - 48"12" 48" (300mm - 1200mm)(305mm)(1219mm) 60"24" 60" (1500mm)(610mm)(1524mm) FINAL BACKFILL INITIAL BACKFILL HAUNCH BEDDING SUITABLE FOUNDATION SPRINGLINE MIN. TRENCH WIDTH (SEE TABLE) MAXIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONS FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE, UNIT WEIGHT OF SOIL (Ys) = 120 PCF PIPE DIAM. CLASS I CLASS II CLASS III COMPACTED DUMPED 95%90%95% 4"37 18 25 18 18 (100mm)(11.3m)(5.5m)(7.6m)(5.5m)(5.5m) 6"44 20 29 20 21 (150mm)(13.4m)(6.1m)(8.8m)(6.1m)(6.4m) 8"32 15 22 15 16 (200mm)(9.8m)(4.6m)(6.7m)(4.6m)(4.9m) 10"38 18 26 18 18 (250mm)(11.6m)(5.5m)(7.9m)(5.5m)(5.5m) 12"35 17 24 17 17 (300mm)(10.7m)(5.2m)(7.3m)(5.2m)(5.2m) 15"38 17 25 17 18 (375mm)(11.6m)(5.2m)(7.6m)(5.2m)(5.5m) 18"36 17 24 17 17 (450mm)(11.0m)(5.2m)(7.3m)(5.2m)(5.2m) 24"28 13 20 13 14 (600mm)(8.5m)(4.0m)(6.1m)(4.0m)(4.3m) 30"28 13 20 13 14 (750mm)(8.5m)(4.0m)(6.1m)(4.0m)(4.3m) 36"26 12 18 13 13 (900mm)(7.9m)(3.7m)(5.5m)(4.0m)(4.0m) 42"23 11 16 11 11 (1050mm)(7.0m)(3.4m)(4.9m)(3.4m)(3.4m) 48"25 11 17 11 12 (1200mm)(7.6m)(3.4m)(5.2m)(3.4m)(3.7m) 60"25 11 17 11 12 (1500mm)(7.6m)(3.4m)(5.2m)(3.4m)(3.7m) EXPANSION MATERIAL 5 8" GALV. STEEL PLATE EDGE OF STREET 12" R 12" R 2' OPENING 3'-3"3'-3" 6" ( T Y P . ) BACK OF CURB SLOPE PLATE TO MATCH SIDEWALK BACK OF CURB EDGE OF STREET 5 8" GALV. STEEL PLATE 2 1 2 1 3"x2"x3 8" GALV. ANGLE SEE DETAIL 1 #4@12" O.C. #4@12" O.C. #4@12" O.C. 6" VARIES 2' 3' SECTION B-B SECTION A-A PLAN SECTION C-C SLOPE VARIES 0.5% SLOPE (MIN.) 3" (TYP.) 3' (TYP.) SIDEWALK (TYP.) EXTEND WALK 6" ON BOTH SIDES OF WALK VA R I E S VA R I E S SL O P E CC BB A A 2' DEPRESSED GUTTER VA R I E S 8'-6" EXPANSION MATERIAL 3 8" BRASS SCREW 18" O.C. WITH COUNTERSINK HEAD FLUSH WITH PLATE 2' 2" MIN. VARIES VARIES 2' 6" 6" E E FF PLAN END VIEW F PLAN F SEE FIGURE 1 OF AASHTO M 206 FOR ACTUAL SIZES SECTION F-F END VIEW 3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS, MILD STEE, ASTM A 307. ROD LUG SHALL BE COATED WITH COAL - TAR EPOXY PAINT OR APPROVED EQUAL. 3/4 IN. "CANOPY" TYPE ROD LUG, OR APPROVED, EQUAL -+ 60°Max. 30 Min.° PIPE DIAMETER F 18 IN. - 30 IN. 36 IN. - 42 IN.48 IN. - 60 IN. 72 IN. - 84 IN. 5 IN. 6 IN.7 IN. 9 IN. CONCRETE JOINT FASTENER LOCATION OF 1'' DIA. HOLES END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE END SECTION FOR REINFORCED CONCRETE ELLIPTICAL PIPE END SECTION FOR REINFORCED CONCRETE ARCH PIPE DIMENSIONS A B C D E PIPE I.D. IN. 12 15 18 24 30 36 42 48 54 60 72 5 1/2 7 11 1/2 12 17 18 24 28 27 36 34 1/2 23 26 26 4353 60 61 70 65 58 75 49 47 48 54 43 37 36 28 35 40 21 72 73 74 97 96 97 97 98 100 98 96 24 29 36 48 60 71 78 84 90 96 108 IN.IN.IN.IN.IN. SECTION F-F 24 30 3642 48 54 60 30 38 4553 60 68 76 19 24 2934 38 43 48 8 1/2 9 1/2 11 1/815 3/4 21 25 1/2 30 39 54 6060 60 60 60 33 18 2436 36 36 36 72 72 8496 96 96 96 48 60 7278 84 90 96 (INCHES)EQUIVALENTCIRCULARDIAM. (IN.) NOMINAL (IN.)DIMENSIONS SPAN RISE A B C D E 24 30 36 48 54 DIAM. (IN.) CIRCULAR EQUIVALENT 42 60 72 96 96 96 96 96 (INCHES) 96 8 1/2 9 1/2 11 1/8 25 1/2 A DIMENSIONS 15 3/4 RISESPAN 30 21 NOMINAL (IN.) CB 60 60 60 60 50 60 39 36 36 36 36 46 35 33 78 90 96 84 D 60 72 48 E 29 36 43 50 58 65 72 86 18 22 27 31 36 40 44 31 12099396072 PLAN SECTION X-X GENERAL NOTES: END VIEW 1.REVISED CDOH M-603-10 2.CONCRETE END SECTIONS ARE TO BE FURNISHED WITH TOUGE OR GROOVE AS REQUIRED. 3.INSIDE CONFIGURATION AND JOINT OF CONCRETE END SECTION AND PIPE SHALL MATCH. 4.CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEET OF THE OUTLET END OF THE ARE MECHANICALLY LOCKED TOGETHER. END SECTION LENGHTS, WHEN USED, WILL BE INCLUDED IN THE 15 L.F. REQUIRED. E BC A D RISE SPAN SPAN RISEA D E ED A DIA. BC E 3'' F 2' - 5'' F 5'' 5'' 2' - 7'' 3'' 802 TYPICAL SIDEWALK CHASE 801 PIPE FOREBAY DETAIL Forebay/ Rain Garden Basin WQCV Forebay Design Volume (ft3) Forebay Depth Forebay Length Forebay Width Forebay Area Release (cfs)Pipe Size (ft3)1% of WQCV (ft)(ft)(ft)(ft2)2% of Q100 (in) A 1600 16 1 4.5 4 18 0.39 3.50 B 1398 13.98 1 3.5 4 14 0.30 3.00 D 1138 11.38 1 6 2 12 0.28 3.00 M 2310 23.1 1 6 4 24 0.49 4.00 FES SCHEDULE FES 3 36" CONCRETE FES 4 15" CONCRETE FES 5 24" CONCRETE FES 5-6 15" CONCRETE FES 6 24" CONCRETE FES 8 18" CONCRETE FES 7-1 15" CONCRETE FES 7-2 15" CONCRETE FES 9 18" CONCRETE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 ST O R M D R A I N D E T A I L S 66 N/A N/A C 805 3099CGSL REV C7001-110-022DWG NO.1 OF 1SHEET1:12SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 30 IN STANDARD LOCKING GRATE ASSEMBLY - TYPE B TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 6-29-00DATE 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. 2-10-10 EBC 30" GRATE FRAME 30" STANDARD GRATE 5/16-18 X 1 5/8" LONG HEX BOLT ZINC-PLATED STEEL 2 PLACES DRILL Ø .343 THRU GRATE ONLY COUNTERBORE Ø 1.00 X .22 DP 2 PLACES DRILL Ø .257 THRU TAP 5/16-18 THREAD 2 PLACES NOTE: LOCATION OF LOCKING DEVICE MAY VARY ©2010 NYLOPLASTREVE7001-110-042DWG 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 - 36 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED 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. 11-2-18 NMH DU C T I L E I R O N DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S NY L O P L A S T T SALPOLYN DUCT I L E I R O N TSAL P O L Y N DU C T I LE I R O N DU C T I L E I R O N DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S NY L O P L A S T WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X 2836AG _ _ 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" - 36" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 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 - REDUCING CONES DOWN TO 30" DIAMETER WILL BE REQUIRED FOR 36" DRAIN BASINS. ©2010 NYLOPLAST 1.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION SPECIFICATIONS. 2.PRE-CONSTRUCTION 2.1.CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING INFILTRATION RATES. 2.2.CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING CONSTRUCTION INSPECTION CHECKLISTS". 3.DURING CONSTRUCTION: 3.1.CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS. 3.2.LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA. 3.3.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM. 4.GEOTEXTILE LINERS: 4.1.WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL. 4.2.WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 4.3.WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION. 4.4.WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER. 5.AGGREGATES AND BSM: 5.1.ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES. 5.2.RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67. 5.3.DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9. 5.4.THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ NOTES: 12" MAX 1 MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE TOP OF THE MULCH 4 MAX PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS OVERFLOW RISER OPTION (AS PER PLAN) 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS STANDARD CROSS-SECTION 1 2 WALLED CROSS-SECTION PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER 18" MIN 4" 12" MAX 30" MIN 36" MIN BASIN WIDTH COVER PLATE 8" SIDEWALK CHASE 18" MIN OVERFLOW RISER OPTION (AS PER PLAN) REINFORCED CONCRETE WALLS (AS PER PLAN) 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE SURFACE OF THE MULCH 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 6.UNDERDRAIN: 6.1.UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE OPENINGS. 6.2.DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK. 6.3.UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY. 7.OVERFLOW INLET: 7.1.A 100-YEAR OVERFLOW SPILLWAY OR INLET MUST BE PROVIDED. 7.2.ALL OVERFLOW INLETS SHALL BE CAPPED WITH A DOME-SHAPED GRATE, OR PER PLAN. 7.3.IN ALL CASES, AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS (THIS MAY BE COINCIDENT WITH THE 100-YEAR OVERFLOW SPILLWAY). 8.CLEANOUTS: 8.1.PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION. 8.2.CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED PLANS. 8.3.CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS REQUIRED. 9.FOREBAY: 9.1.THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. 10.LANDSCAPE MATERIALS 10.1.CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-FLOATABLE. 10.2.IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE. 10.3.ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR BIORETENTION BASINS. 10.4.LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN. 10.5.TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN. 2" MIN 8" MIN 4" FLAT FOREBAY IS REQUIRED TO BE PLACED AT CONCENTRATED INFLOW LOCATIONS; PER PLANS AND SITE SPECIFIC DETAILS LANDSCAPING TO BE INSTALLED PER APPROVED LANDSCAPING PLAN 6"-12" 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 8" MIN 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 2" MIN 30" MIN GEOTEXTILE FABRIC OR LINER (AS PER PLAN)18" MIN DEPTH OF BIORETENTION SAND MEDIA NATIVE SOIL ZONE RUNDOWN OR SCOUR PROTECTION NEEDED ON SLOPES 8" FLAT AREA - SEE DESIGN PLANS FOR EXTENTS OF BIORETENTION FLAT SURFACES 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% sand by volume meeting ASTM C-33. B. Shredded Cedar Mulch 1. BSM shall consist of 5% shredded cedar mulch by volume. 2. Shredded mulch shall be loosely packed, approximate bulk density of 50-100 lbs/CY. C. Topsoil 1. BSM shall consist of 30% 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 5% 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 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. 803 BIORETENTION SAND MEDIA SPECIFICATIONS EXAMPLE ONLY SEE INLET SCHEDULE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 807 OUTLET STRUCTURE 100-YEAR ORIFICE PLATE ST O R M D R A I N D E T A I L S 67 N/A N/A C 806 CC A A B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE PLAN GENERAL NOTES SECTION D-D D D A A ABBREVIATIONS LEGEND Inlet Schedule Inlet Design Point Contributing Basin/Area Inlet Type Inlet Size Q2 Flow (cfs) Q100 Flow Intercepted (cfs) 1-2 c Pond 1 Type-C 3' x 3'n/a 2.5 3-4 d Basin D Type-C 3' x 3'3.22 14.03 3-5 m Basin M Type-C 3' x 3'5.77 24.57 4-1 j Basin J Type-R 5'0.78 3.39 4-2 k Basin K Type-R 5'1.07 4.67 5-2.1 a Basin A Type-C 3' x 3'4.53 19.75 6-8 b Basin B Type-C 3' x 3'3.4 14.65 8-4 e Basin E Type-R 5'7.61 9.3 9-1 c Basin C Type-R 3' x 3'5.68 5.4 n/a n/a Area Inlet(s) around Building 1 Area Inlet 8" Dome N/A 0.94 Area Inlet(s) around Building 3 Area Inlet 8" Dome N/A 0.94 Area Inlet(s) around Building 4 Area Inlet 8" Dome N/A 0.94 Area Inlet(s) around Building 5 Area Inlet 8" Dome N/A 0.94 Area Inlet(s) around Building 8 Area Inlet 8" Dome N/A 0.94 Area Inlet(s) around Building 9 Area Inlet 8" Dome N/A 0.94 Area Inlet(s) around Building 14 Area Inlet 8" Dome N/A 0.94 Area Inlet(s) around Building 17 Area Inlet 8" Dome N/A 0.94 Outlet Structure Details Detail Pond 1 (North)Pond 2 (South) ELEV A 4937.37 4935.00 ELEV B 4938.37 4945.00 ELEV C 4939.37 4946.00 Dwq (ft)N/A 1.0 Ls (ft)4.0 4.0 Ws (ft)4.0 4.0 Wo (in)6.0 6.0 WQ HOLE DIA (in) N/A; Pond 1 does not include a WQ flow control plate 1" bottom row; 1.125" top two rows # ROWS N/A 3.0 # COLUMNS N/A 1.0 100-YR ORIFICE DIA (in)7.0 4.0 PLATE CENTERED OVER PIPE OPENING IN WALL 5 16" THICK GALVANIZED STEEL PLATE ORIFICE OPENING (3.15" Ø, POND 1) (6.35" Ø, POND 2) 1 2" Ø HOLES FOR 3 8" EXPANSION BOLTS EMBEDDING 2" INTO CONCRETE WALL @ 6" O.C. MIN. D + 4" D D+ 4" ORIFICE INVERT SHALL MATCH PIPE INVERT 804 CONCRETE C-CHANNEL TO RAIN GARDEN 2' CHANNEL BOTTOM 6" CURBHEAD NATURALIZED AREA SURROUNDING CHANNEL SEE LANDSCAPING PLANS PER RIPLEY DESIGNS 6" 806 CONCRETE PIPE COLLAR 4" 4" 4" 4" R2"R2" 6" OUTLET PIPE R-VARIES FRONT VIEW SIDE VIEW OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ST O R M D R A I N D E T A I L S 68 N/A N/A C 807 ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 550 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 18" (450 mm) MIN* 8' (2.4 m) MAX 6" (150 mm) MIN D C B A 12" (300 mm) MIN 12" (300 mm) TYP51" (1295 mm)6" (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-740 END CAP EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PERIMETER STONE (SEE NOTE 4) SUBGRADE SOILS (SEE NOTE 3) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³) MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³) WEIGHT 75.0 lbs.(33.6 kg) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS SC-740 TECHNICAL SPECIFICATION NTS BUILD ROW IN THIS DIRECTION OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) START END 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH A A C B 51.0" (1295 mm) 30.0" (762 mm) 45.9" (1166 mm)12.2" (310 mm) 29.3" (744 mm) PART #STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)18.5" (470 mm)--- SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm)12.2" (310 mm)16.5" (419 mm)--- SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm) SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)14.5" (368 mm)--- SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)12.5" (318 mm)--- SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)--- SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm)19.7" (500 mm)5.0" (127 mm)--- SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm) SC740ECEZ*24" (600 mm)18.5" (470 mm)---0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740ECEZ ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740ECEZ THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR" PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE-CORED END CAPS END WITH "PC" SC-740 ISOLATOR ROW PLUS DETAIL NTS SC-740 END CAP OPTIONAL INSPECTION PORT SC-740 CHAMBERSTORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS ELEVATED BYPASS MANIFOLD 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE EZ END CAP PART #: SC740ECEZ INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART#: SC74024RAMP NYLOPLAST SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE STORMTECH END CAP ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE STORMTECH CHAMBER OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMS FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. St o r m T e c h 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M ® Ch a m b e r S y s t e m 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 DA T E : DR A W N : A S PR O J E C T # : CH E C K E D : N / A RE V : TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E R E S P O N S I B I L I T Y O F T H E S I T E D E S I G N EN G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . LA N D I N G @ L E M A Y FO R T C O L L I N S , C O , U S A SHEET 1 1OF NO T T O S C A L E ISOLATOR ROW PLUS SEE DETAIL() PLACE MINIMUM 12.50' OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS 1 SC-740 CROSS SECTION DETAIL 2 SC-740 TECHNICAL SPECIFICATION 3 SC-740 ISOLATOR ROW PLUS DETAIL SPA C E I N T E N T I O N A L L Y L E F T B L A N K 4 UNDERDRAIN DETAIL SPA C E I N T E N T I O N A L L Y L E F T B L A N K NOTES •MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. •DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. •THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. •NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. WEIR ELEVATION 4941.37' CONCEPTUAL ELEVATIONS: MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED): MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC): MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC): MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT): MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT): TOP OF STONE: TOP OF SC-740 CHAMBER: 24" BOTTOM MANIFOLD INVERT: 24" ISOLATOR ROW PLUS INVERT: BOTTOM OF SC-740 CHAMBER: BOTTOM OF STONE:4938.36 PROPOSED LAYOUT 32 STORMTECH SC-740 CHAMBERS 8 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 STONE VOID 1326 SYSTEM AREA (SF) 170 SYSTEM PERIMETER (ft) *INVERT ABOVE BASE OF CHAMBER MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE 0.10"24" BOTTOM PREFABRICATED EZ END CAP, PART#: SC740ECEZ / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWSAPREFABRICATED EZ END CAP INSTALL FLAMP ON 24" ACCESS PIPE / PART#: SC74024RAMP (TYP 2 PLACES)BFLAMP 0.10"24" x 24" BOTTOM MANIFOLD, ADS N-12CMANIFOLD E (DESIGN BY ENGINEER / PROVIDED BY OTHERS) F CONCRETE STRUCTURE (DESIGN BY ENGINEER / PROVIDED BY OTHERS) G OUTLET STRUCTURE 4" SEE DETAIL (TYP 4 PLACES)INSPECTION PORT UNDERDRAIN INVERT:4938.36 4938.86 4938.87 4938.87 4941.36 4941.86 4942.86 4942.86 4942.86 4943.36 4949.36 D UNDERDRAIN 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN 72.37' 64.78' 23 4 . 5 9 ' 20 . 4 7 ' INSPECTION PORT (TYP 4 PLACES) INSTALL FLAMP ON 24" ACCESS PIPE PART#SC74024RAMP (TYP 2 PLACES) 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER / SOLID OUTSIDE PERIMETER STONE) STRUCTURE PER PLAN (DESIGN BY ENGINEER / PROVIDED BY OTHERS) OUTLET STRUCTURE PER PLAN W/WEIR (DESIGN BY ENGINEER / PROVIDED BY OTHERS) 24" X 24" ADS N-12 BOTTOM MANIFOLD INVERT 0.1" ABOVE CHAMBER BASE (SEE NOTES) 24" EZ END CAP, PART# SC740ECEZ TYP OF ALL SC-740 24" CONNECTIONS & 24" ISOLATOR ROW PLUS CONNECTIONS PROPOSED 30" NYLOPLAST BASIN (24" SUMP MIN) PROPOSED 30" NYLOPLAST BASIN (24" SUMP MIN) OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ST O R M D R A I N D E T A I L S 69 N/A N/A C 808 808 TYPE R INLET WEIR SEE DETAIL 808 FOR WEIR SECTION SECTION VIEW A WEIR 4" TYP. LADDER RUNGS OUTLET PIPE CHAMBER MANIFOLD PIPE 5' 4'6"6" WEIR WALL EL. = 4940.5 WEIR CREST EL. = 4940 SUMP EL. = 4936 WEIR A A A A BB SECTION VIEW BTYPE-R INLET BOX (TYP.) DA T E DR W N CH K D DE S C R I P T I O N ## # # # # # # # ## # ## # ## # # # # # # # # # # # # # # # # # # # # # # ## # # # # # # ## # # ## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # 00 10 ' 20 ' SHEET OF DA T E : PR O J E C T # : DR A W N : CH E C K E D : TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E UL T I M A T E R E S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 ## # # # # # # # # ## # # # # # #### # ## # # # # # # # # # # # # # # # # # # ## # # # # # # # # # # # # # # # CONCEPTUAL LAYOUT - SOUTH SYSTEM 25 STORMTECH SC-740 CHAMBERS 6 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 % STONE VOID 1122 SYSTEM AREA (ft²) 178 SYSTEM PERIMETER (ft) CONCEPTUAL ELEVATIONS - SOUTH SYSTEM 11.00 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 5.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 4.50 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 4.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 4.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 3.50 TOP OF STONE 3.00 TOP OF SC-740 CHAMBER 0.50 BOTTOM OF SC-740 CHAMBER 0.00 BOTTOM OF STONE ISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 12.5' OF ADSPLUS625 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITSSt o r m T e c h 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M ® NOTES ·MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. ·DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. ·THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. ·THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. ·THE STORMTECH SYSTEM DEPICTED DOES NOT CONTAIN PROPER WATER QUALITY MEASURES. ABSENCE OF WATER QUALITY MEASURES CAN RESULT IN UNTREATED STORMWATER. ADS RECOMMENDS THE USE OF ISOLATOR ROW PLUS AND AN UPSTREAM HIGH FLOW BYPASS ON ALL STORMTECH SYSTEMS TO PROPERLY DIRECT THE FIRST FLUSH. ·ATTENTION: THIS DRAWING IS NOT INTENDED FOR USE IN BIDDING OR CONSTRUCTION WITHOUT THE PRIOR APPROVAL OF THE PROJECT'S ENGINEER OF RECORD (EOR). AS WITH ALL PROPOSED ADS LAYOUTS, THE EOR SHOULD REVIEW AND APPROVE THIS DRAWING PRIOR TO USE IN BIDDING AND/OR CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE EOR TO ENSURE THAT THE PRODUCT(S) DEPICTED AND THE ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. ·NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER / SOLID OUTSIDE PERIMETER STONE) 30" NYLOPLAST BASIN PER PLAN (24" SUMP MIN) 6. 9 5 ' 9. 5 0 ' 7.13'65.20' 16 . 5 4 ' 13 . 7 5 ' 58.54' 65.66' 30" NYLOPLAST BASIN PER PLAN (24" SUMP MIN) 18" X18" BOTTOM MANIFOLD INVERT 1.6" ABOVE CHAMBER BASE (SEE NOTES) 18" PREFABRICATED END CAP, PART# SC740EPE18B TYP OF ALL SC-740 18" BOTTOM CONNECTIONS 24" EZ END CAP, PART# SC740ECEZ TYP OF ALL SC-740 24" CONNECTIONS & 24" ISOLATOR ROW PLUS CONNECTIONS INSTALL FLAMP ON 24" ACCESS PIPE PART#SC74024RAMP (TYP 3 PLACES) 72.31' INSPECTION PORT (TYP 3 PLACES) INLET/OUTLET STRUCTURE PER PLAN SHOWN AS 30" NYLOPLAST BASIN (24" SUMP MIN) SC-740 ISOLATOR ROW PLUS DETAIL NTS SC-740 END CAP OPTIONAL INSPECTION PORT SC-740 CHAMBER ONE LAYER OF ADSPLUS625 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS ELEVATED BYPASS MANIFOLD 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE EZ END CAP PART #: SC740ECEZ NYLOPLAST SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 ST R E E T D E T A I L S 70 N/A N/A C 809 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T ST R E E T D E T A I L S 71 N/A N/A C 810 1 2 3 4 5 6 7 8 OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 PR I V A T E S I T E D E T A I L S 72 N/A N/A C 811 807 CONCRETE COLLAR 6" R2"R2" 4" 4" 4" OUTLET PIPE FRONT VIEW SIDE VIEW PRIVATE CONCRETE FLATWORK PAVEMENT SECTION PUBLIC CONCRETE FLATWORK PAVEMENT SECTION 4" CONCRETE 6" CONCRETE 7.5" HOT MIX ASPHALT 11.5" AGGREGATE BASE COURSE CORDOVA ROAD MINIMUM PAVEMENT SECTION CONCRETE FLATWORK SECTIONS NOTES: ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECCOMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING STUDY AND PAVEMENT THICKNESS DESIGN PROPOSED WATERMARK APARTMENTS AT LEMAY NEAR NORTHEAST CORNER OF NORTH LEMAY AVENUE AND DUFF DRIVE FORT COLLINS, COLORADO" BY KUMAR & ASSOCIATES, INC. PROJECT NO, 22-3-168 REVISED OCTOBER 19, 2023. 1.REFER TOP PLANS BY RIPLEY DESIGN, INC. FOR ADDITIONAL HARDSCAPE INFORMATION. 2.CONCRETE JOINTING SHALL CONFORM TO CDOT DETAIL M-412-1 OR APPROVED EQUAL. 3.CORDOVA ROAD PAVEMENT SECTION SHOWN IS THE MINIMUM ALLOWED BY LARIMER COUNTY URBAN AREA STREET STANDARDS. HOWEVER, THE FINAL PAVEMENT SECTIONS WILL BE DETERMINED IN THE FIELD BY THE GEOTECHNICAL ENGINEER. 808 PAVING SECTIONS 4.5" 8" 4" 7" 2' MINIMUM 2' MINIMUM 9 10 11 12 U D E E E E E E E E E 48.83 49.41 47.13 47.14 48.89 49.41 47.2 6 47.13 47.29 47.13 47.13 46.3646.39 49.29 0.0% 3 . 1 % TRASH ENCLOSURE OF SCALE: PROJECT NO. PR O J E C T M A N A G E R : NO . RE V I S I O N S BY : DA T E : SU B M I T T A L D A T E : SHEET: HORIZ: VERT: CAUTION The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be approved by the Professional Engineer of these plans. 3/ 6 / 2 0 2 4 TH E L A N D I N G A T L E M A Y 73 1791-003 D. W e b e r 13 3 7 R I V E R S I D E A V E . # 2 FO R T C O L L I N S , C O 8 0 5 2 4 AV A N T C I V I L G R O U P . C O M 97 0 . 2 8 6 . 7 9 9 5 N O T F O R C O N S T R U C T I O N R E V I E W S E T 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 PR I V A T E S I T E D E T A I L S 73 N/A N/A C 812 NOTES: ·FOR USE ON PRIVATE PROPERTY ONLY. ·USE SIGN DETAIL 1401, SHEET C 809 ALONG PUBLIC ROWS. OR FOR ACCESSIBLE GARAGES: 1.1/2" MAXIMUM CHANGE IN LEVEL WITH 1:2 BEVEL, OR 2.A TRANSITION OF 1/4" VERTICAL RISE WITHOUT BEVEL 100 PRIVATE STREET NAME SIGNAGE DETAIL 7" 101 PROPOSED TRASH ENCLOSURE DETAILED GRADING