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HomeMy WebLinkAboutTIMBER LARK SINGLE-FAMILY DEVELOPMENT - FDP220008 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSOriginal Field Survery: Northern Engineering Project No. 698-004 Date: June 5, 2019 JULY, 2022 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH PROJECT BENCHMARKS: TIMBER LARK RESIDENTIAL PROJECT TEAM: Ripley Design Katy Thompson, PLA, ULI 419 Canyon Avenue Suite 200 Fort Collins, Colorado 80521 (970) 498 -2665 AADT Land Holdings, LLC Alex Aigner 13005 Lowell Boulevard Broomfield, CO 80020 PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER SHEET INDEX A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO FIELD SURVEY BY: SITE SURVEYOR 1 CS1 COVER SHEET 2 CS2 GENERAL & CONSTRUCTION NOTES 3 CS3 TYPICAL STREET SECTIONS 4 EX1 EXISTING CONDITIONS & DEMOLITION PLAN 5 - 6 PV1 - PV2 PAVING PLAN GRADING SHEETS 7 OGR1 OVERALL GRADING PLAN 8 - 10 GR1 - GR3 GRADING PLAN UTILITY SHEETS 11 OUT1 OVERALL UTILITY PLAN 12 - 14 UT1 - UT3 UTILITY PLAN SANITARY SEWER SHEETS 15 - 17 SS1 - SS3 SANITARY SEWER A PLAN AND PROFILE 18 SS4 SANITARY SEWER A1 PLAN AND PROFILE 19 SS5 SANITARY SEWER A2 PLAN AND PROFILE 20 SS6 SANITARY SEWER A2-1 PLAN AND PROFILE 21 SS7 SANITARY SEWER A3 PLAN AND PROFILE 22 SS8 SANITARY SEWER A4 PLAN AND PROFILE 23 - 25 SS9 - SS11 SANITARY SEWER B PLAN AND PROFILE 26 SS12 SANITARY SEWER B1 PLAN AND PROFILE 27 SS13 SANITARY SEWER B3 PLAN AND PROFILE 28 SS14 SANITARY SEWER B3-1 & B3-2 PLAN AND PROFILE WATERLINE SHEETS 29 WT1 WATERLINE A PLAN AND PROFILE 30 - 32 WT2 - WT4 WATERLINE B PLAN AND PROFILE 33 - 36 WT5 - WT8 WATERLINE C PLAN AND PROFILE 37 WT9 WATERLINE D PLAN AND PROFILE 38 WT10 WATERLINE E PLAN AND PROFILE 39 WT11 WATERLINE F PLAN AND PROFILE 40 WT12 WATERLINE G PLAN AND PROFILE 41 WT13 WATERLINE H PLAN AND PROFILE 42 - 43 WT14 - WT15 WATERLINE I PLAN AND PROFILE STORM DRAIN SHEETS 44 - 46 SD1 - SD3 STORM DRAIN A & A3 PLAN AND PROFILE 47 SD4 STORM DRAIN A6 PLAN AND PROFILE 48 - 49 SD5 - SD6 STORM DRAIN A4-N PLAN AND PROFILE 50 - 51 SD7 - SD8 STORM DRAIN A4-S PLAN AND PROFILE 52 SD9 STORM DRAIN B & C PLAN AND PROFILE 53 SD10 STORM DRAIN E PLAN AND PROFILE 54 SD11 STORM DRAIN F PLAN AND PROFILE 55 SD12 SUBGRADE PLAN FINAL UTILITY PLANS FOR Earth Engineering Consultants, LLC Preliminary Subsurface Exploration Report South Timberline Development Fort Collins, Colorado EEC Project No. 1202034 Date: June 2, 2020 SUBSURFACE EXPLORATION BY: UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy-----------------------------------Cory Thelen (970) 225-7843 ELECTRIC--------City of Fort Collins Light & Power -------Rob Irish (970) 224-6167 CABLE-------------Comcast ---------------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-----------------------------------Shelly Bergstrom(970) 501-5803 WATER------------Fort Collins-Loveland Water District----Sam Lowe (970) 226-3104 EXT 113 WASTEWATER--South Fort Collins Sanitation District---Sam Lowe (970) 226-3104 EXT 113 STORMWATER--City of Fort Collins Utilities----------------Wes Lamarque (970) 416-2418 E N G I N E E R N GI EHTRON R N E N G I N E E R N GI EHTRON R N 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 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 PROJECT LOCATION SOUTH TIMBERLINEEAST TRILBY ROAD 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 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICTI 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: PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 2-02 EAST SIDE OF TIMBERLINE ROAD, 1/2 MILE NORTH OF TRILBY ROAD, ON THE MIDDLE CONCRETE PAD TO AN ELECTRIC BOX. ELEVATION: 4964.37 CITY OF FORT COLLINS BENCHMARK 12-13 SOUTHEAST CORNER OF TIMBERLINE RD. AND TRILBY RD., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 4926.67 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19' BASIS OF BEARINGS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M. AS BEARING NORTH 00°06'07" EAST Northern Engineering Services, Inc. Robbie Lauer 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 OWNER Date LEWIS RIC L/CHERYL C IRRIGATION APPROVAL OWNER Date KEEN BARBARA LIVING TRUST IRRIGATION APPROVAL IRRIGATION SHEETS 56 - 57 IR1 - IR2 IRRIGATION A PLAN AND PROFILE 58 IR3 IRRIGATION B PLAN AND PROFILE ROADWAY SHEETS 59 R1 DUSKY LARK STREET & CRESTED LARK STREET PLAN & PROFILE 60 R2 DUSKY LARK STREET PLAN AND PROFILE 61 R3 CRESTED LARK STREET & CORONA AVENUE PLAN & PROFILE 62 R4 CRESTED LARK STREET CUL-DE-SAC PLAN & PROFILE 63 R5 DESERT LARK STREET PLAN & PROFILE 64 R6 DESERT LARK STREET & MASKED LARK STREET PLAN & PROFILE 65 R7 OAKLEY STREET PLAN & PROFILE 66 - 67 R8 - R9 GOLDEN WILLOW DRIVE PLAN AND PROFILE 68 R10 HORNED LARK STREET PLAN AND PROFILE 69 - 70 R11 - R12 WEEPING WILLOW DRIVE PLAN AND PROFILE 71 - 72 R13 - R14 RED WILLOW DRIVE PLAN AND PROFILE 73 R15 LACEBARK LN & TULIPWOOD LN PLAN AND PROFILE 74 R16 BONSAI LN & LINE LN PLAN AND PROFILE 75 R17 BAMBOO LN & CANE LN PLAN AND PROFILE 76 R18 S TIMBERLINE STRIPING PLAN 77 R19 RED WILLOW DRIVE STRIPING PLAN 78 INT1 OVERALL INTERSECTION PLAN 79 - 83 INT2 - INT6 INTERSECTION DETAILS 84 - 85 SN1 - SN2 SIGNAGE PLAN DETAIL SHEETS 86 D1 GRADING DETAILS 87 - 88 D2 - D3 UTILITY DETAILS 89 - 92 D4 - D7 DRAINAGE DETAILS 93 - 95 D8 - D10 SITE DETAILS 96 D11 IRRIGATION DETAILS EROSION CONTROL 97 EC1 EROSION CONTROL PLAN 98 EC2 EROSION CONTROL NOTES 99 - 100 EC3 - EC4 EROSION CONTROL DETAILS DRAINAGE SHEETS 101 DR1 DRAINAGE PLAN CS1 COVER SHEET1 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 GENERAL NOTES 1.All materials, workmanship, and construction of ppublic 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 for Timber Lark, dated July 7, 2022 by Northern Engineering Services, Inc., shall be followed and implemented. 20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The 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 Larimer County. 35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 2-02 EAST SIDE OF TIMBERLAND ROAD, 1/2 MILE NORTH OF TRILBY ROAD, ON THE MIDDLE CONCRETE PAD TO AN ELECTRIC BOX. ELEVATION: 4964.37 CITY OF FORT COLLINS BENCHMARK 12-13 SOUTHEAST CORNER OF TIMBERLINE RD. AND TRILBY RD., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 4926.67 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19' BASIS OF BEARINGS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M. AS BEARING NORTH 00°06'07" EAST 41.All stationing is based on centerline of roadways unless otherwise noted. 42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48.Approved Variances are listed as follows: N/A CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping, symbols, and signs their placement shall be approved by the City of Fort Collins Traffic Engineer. The developer shall place temporary tabs, tape or flags depicting alignment and location. Contact City of Fort COllins Traffic Operations at 970-221-6630 for field review. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2.All recommendations of the Final Drainage Report for Timber Lark, dated July 7, 2022 by Northern Engineering Services, Inc., shall be followed and implemented. 3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes FORT COLLINS-LOVELAND WATER DISTRICT & SOUTH FORT COLLINS SANITATION DISTRICT NOTES 1.ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THE FORT COLLINS-LOVELAND WATER DISTRICT AND THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. 2.CONSTRUCTION OF WATER AND SEWER FACILITIES REQUIRE A PRECON MEETING WITH DISTRICT INSPECTION STAFF PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL NOTIFY DISTRICT INSPECTORS PRIOR TO STARTING WORK. 4. CONTRACTOR SHALL CONTACT THE SANITATION DISTRICT INSPECTOR FOR SEWER INSPECTION 48 HOURS PRIOR TO CONNECTING TO EXISTING SEWER STUBS. 5.IF GROUNDWATER IS ENCOUNTERED WITHIN DEPTH OF SEWER CONSTRUCTION, MANHOLES MUST BE WATER-PROOFED. 6.CONTRACTOR SHALL CONTACT THE WATER DISTRICT FOR WATER INSPECTION 48 HOURS PRIOR TO CONNECTING TO EXISTING INFRASTRUCTURE. 7.ALL COMMERCIAL AND DOMESTIC SERVICES REQUIRE A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE. 8.ALL WATER LINES SHALL BE A MINIMUM OF (5) FIVE FEET AND A MAXIMUM OF (6) SIX FEET BELOW FINAL GRADE. 9.ALL DISTRICT VALVES SHALL ONLY BE OPERATED BY DISTRICT OPERATIONS STAFF. 10.PIPE PRESSURE AND VACUUM TESTING SHALL BE WITNESSED BY DISTRICT INSPECTORS. WATERLINE BACTERIA TESTS SHALL ALSO BE TAKEN BY DISTRICT INSPECTORS. 11.ONCE THE SYSTEM IS OPERATIONAL AND ALL TESTS HAVE PASSED, CONTRACTOR SHALL REQUEST SUBSTANTIAL COMPLETION WITH A LETTER TO THE DISTRICT. 12.AS-BUILTS SHALL BE SUBMITTED IN PDF AND DWG TO THE DISTRICT FOR FINAL APPROVAL. 13. ONCE ALL PUNCH LIST ITEMS ARE COMPLETE, EASEMENTS ARE RECORDED, AND AS-BUILT FILES ARE APPROVED, THE CONTRACTOR SHALL REQUEST FINAL COMPLETION WITH A LETTER TO THE DISTRICT THAT INCLUDES THE DOLLAR VALUE OF THE WATER AND SEWER IMPROVEMENTS LISTED SEPARATELY. CS2 GENERAL & CONSTRUCTION NOTES2 TYPICAL SECTIONS SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 ALLEY (PRIVATE)10' TRAVEL LANE20' EOC-TBC 31" DRIVE-OVER CURB & GUTTER10' TRAVEL LANE57' MIN. ROW9' UTIL. ESMT. 9' UTIL. ESMT. RESIDENTIAL LOCAL7' PARKING30' -16' TRAVEL5' WALK5' WALK8.5' PKWY MIN. 8.5' PKWY MIN.7' PARKING1' x 1' CONCRETE EDGE 8' UTIL. ESMT. VARIES 8' UTIL. ESMT. VARIES 6.5' MIN FENCE SETBACK FROM FACE OF WALK 63' ROW9' UTIL. ESMT. 9' UTIL. ESMT. LOCAL CONNECTOR8' PARKING8' PARKING10' TRAVEL LANE8.5' PKWY MIN. 36' -10' TRAVEL LANE5' WALK5' WALK30" VERTICAL CURB & GUTTER30" VERTICAL CURB & GUTTER 8.5' PKWY MIN. ·OAKLEY STREET ·RED WILLOW DRIVE ·MASKED LARK STREET 30" VERTICAL CURB & GUTTER SEE NOTE30" VERTICAL CURB & GUTTER SEE NOTE ALLEY (PRIVATE)10' TRAVEL LANE20' EOC-TBC 31" DRIVE-OVER CURB & GUTTER10' TRAVEL LANE1' x 1' CONCRETE EDGE 8' UTIL. ESMT. VARIES 8' UTIL. ESMT. VARIES NOTE: IF DRIVEOVER CURB & GUTTER IS USED AN ADDITIONAL 1-FT OF RIGHT-OF-WAY IS ADDED AND PARKWAY INCREASED TO 9.5-FT ·LACEBARK LN ·BONSAI LN ·LINE LN ·CANE LN ·BAMBOO LN ·TULIPWOOD LN 30' TRACT 20' TRACT 9' UTIL. ESMT.5' WALK9.5' PKWY MIN. 6.5' MIN FENCE SETBACK FROM FACE OF WALK DRIVEOVER CURB & GUTTER 13.5 FL-ROW 14.5 FL-ROW 4-LANE ARTERIAL (INTERIM)6' WALK (MIN.)115' ROW 6' WALK (MIN.)83' - 4-LANE ARTERIAL (ULTIMATE)11' TRAVEL LANE12' TRAVEL LANE12' TRAVEL LANE11' TRAVEL LANE6' BIKE LANE6' WALK (MIN.)6' BIKE LANE3' BUFFER3' BUFFER115' ROW 6' WALK (MIN.)83' - 19' CENTER MEDIAN14.5' ASPHALTSHOULDERPROPOSED12' RIGHT TURN LANEEXISTING14' STRIPED MEDIANEXISTING13.5' TRAVEL LANEEXISTING8' BIKE LANEEXISTING13' TRAVEL LANEPROPOSED8' BIKE LANE·S TIMBERLINE ROAD ·S TIMBERLINE ROAD STREET ROW LEFT C&G RIGHT C&G CRESTED LARK STREET 58' ROW DRIVE OVER VERTICAL DESERT LARK STREET <21+81.71 58' ROW VERTICAL DRIVE OVER DESERT LARK STREET >21+81.71 57' ROW VERTICAL VERTICAL GOLDEN WILLOW DRIVE <15+62.51 59' ROW DRIVE OVER DRIVE OVER GOLDEN WILLOW DRIVE >15+62.51 59' ROW VERTICAL DRIVE OVER DUSKY LARK STREET 59' ROW DRIVE OVER DRIVE OVER WEEPING WILLOW DRIVE 59' ROW DRIVE OVER DRIVE OVER HORNED LARK STREET 58' ROW VERTICAL DRIVE OVER CORONA AVENUE 59' ROW DRIVE OVER DRIVE OVER CS3 TYPICAL STREET SECTIONS3 CORONAAVEHY DFES X X X X X XXXXXX X X X EXISTING 16" IRRIGATION LINES TO BE REMOVED EXISTING 24" IRRIGATION ADS TO REMAIN EXISTING 20' EASEMENT (REC. NO. 20120069975) TO BE VACATED FIBRE OPTIC CABLE LINES ASSUMED LOCATION OF EXISTING 8" WATER STUB CONTRACTOR NEEDS TO VERIFY PRIOR TO CONSTRUCTION END CAP TO BE REMOVED FOR CONNECTION EXISTING FENCE TO BE REMOVED FALCON RIDGE DRIVE LOT 4 LOT 3 LOT 2 LINDEN PARK P.D.P., 1ST REPLAT LOT 1 EXISTING IRRIGATION DITCH TO BE REMOVED EXISTING FIRE HYDRANT (TYPICAL) EXISTING 8" WATER VALVE (TYPICAL) EXISTING IRRIGATION CONCRETE STRUCTURE TO REMAIN LOT 74 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64 CORONAAVEGOLDEN WILLOWDRIVEFO HY DHY DC EC HY DLID S D ELEC ELEC ELEC BRKRE VAULT F.O. FO ELEC BRKRE D S D SELEC BRKREEE HY DFE SXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXFOFOFOFOXXXWWWXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTST D S STRED WILLOWDRIVEEXISTING 20' NON-EXCLUSIVE EASEMENT (BOOK 1891 PAGE 939) TO BE VACATED EXISTING TREES TO BE REMOVED (TYPICAL) EXISTING 40' EASEMENT & ROW (REC. NO. 2001017733) TO BE VACATED EXISTING STORM DRAIN MANHOLE TO REMAIN (TYPICAL) EXISTING SANITARY MANHOLE TO REMAIN (TYPICAL) EXISTING 30" RCP STORM DRAIN TO REMAIN (TYPICAL) EXISTING 12" SANITARY TO REMAIN (TYPICAL) EXISTING SANITARY MANHOLE EXISTING STORM DRAIN MANHOLE TO REMAIN (TYPICAL) EXISTING FIRE HYDRANT EXISTING 8" WATER GAVE VALVE EXISTING ELECTRICAL BOXES (TYPICAL) EXISTING 12" WATERLINE EXISTING CABLE BOX EXISTING FIBRE OPTIC CABLE LINES TO REMAIN 50' R.O.W.DEDICATED PER BOOK 2117,PAGE 226EXISTING 5' TELECOMMUNICATIONS FACILITIES EASEMENT (REC. NO. 950068218) EXISTING OVERHEAD ELECTRICAL POWER LINES TO REMAIN EXISTING OVERHEAD ELECTRICAL POWER LINES TO REMAIN EXISTING IRRIGATION TO BE REMOVED EXISTING CONCRETE IRRIGATION STRUCTURE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING GATE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING 20' EASEMENT (REC. NO. 20120069975) TO BE VACATED ASSUMED LOCATION OF EXISTING 8" WATER STUB CONTRACTOR NEEDS TO VERIFY PRIOR TO CONSTRUCTION END CAP TO BE REMOVED FOR CONNECTION FALCON RIDGE DRIVE FOSSIL CREEKCIRCLEFOSSIL CREEK PARKWAY FOSSIL CREEKCIRCLEFALCON RIDGE DRIVE FOSSIL CREEK PARKWAY TIMBERLINE ROADU.P.R.R. RIGHT OF WAYEXISTING FENCE TO BE REMOVED EXISTING TREES TO BE REMOVED (TYPICAL) LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LINDEN PARK P.D.P., 1ST REPLAT LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LINDEN PARK P.D.P., 1ST REPLAT LOT 1 EXISTING IRRIGATION DITCH TO BE REMOVED EXISTING IRRIGATION STRUCTURE TO BE REMOVEDWEEPINGWILLOWDRIVEEXISTING TREE TO BE PROTECTED EXISTING IRRIGATION DITCH TO BE REMOVED AND REPLACED LOT 168 LOT 159 LOT 157 LOT 156 LOT 158 LINDEN PARK P.D.P., 1ST REPLAT LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64 OWNER: JACQUELYN & LANE HANSON 1630 E TRILBY RD OWNER: MATTHEW ALLDREDGE 1702 E TRILBY RD OWNER: RIC & CHERYL LEWIS 1790 E TRILBY RD OWNER: RIC & CHERYL LEWIS 1854 E TRILBY RD OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RD OWNER: BARBARA KEEN LIVING TRUST 6417 S TIMBERLINE RDR450' TEMPORARY LIMITS OF DEVELOPMENT FOR RED-TAILED HAWK NEST EXISTING OVERHEAD ELECTRIC TO BE UNDERGROUNDED EXISTING OVERHEAD ELECTRIC TO BE UNDERGROUNDED EXISTING IRRIGATION CHANNEL TO REMAINGOLDEN WILLOWDRIVEFO HY DHY DXXXXXXXXXXXXXXXXXXX EXISTING 8" WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING FENCE ALONG PROPERTY BOUNDARY EXISTING CONCRETE IRRIGATION STRUCTURE TO REMAIN EXISTING TREES TO REMAIN EXISTING IRRIGATION TO BE REMOVED EXISTING 8" WATER GATE VALVE FALCON RIDGE DRIVE LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LINDEN PARK P.D.P., 1ST REPLAT LOT 11 EXISTING RETAINING WALL TO BE REMOVED EXISTING IRRIGATION DITCH TO BE REMOVED ASSUMED LOCATION OF EXISTING 8" WATER STUB CONTRACTOR NEEDS TO VERIFY PRIOR TO CONSTRUCTION END CAP TO BE REMOVED FOR CONNECTION ASSUMED LOCATION OF EXISTING 8" WATER STUB CONTRACTOR NEEDS TO VERIFY PRIOR TO CONSTRUCTION END CAP TO BE REMOVED FOR CONNECTION EXISTING FIBRE OPTIC CABLE BOX EXISTING FIRE HYDRANT WEEPINGWILLOW DRIVELOT 168 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 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) APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL OR MILL & OVERLAY 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE FOLLOWING CHART: 9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 10.REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. TREE PROTECTION NOTES: NORTH SEE BELOW FOR OVERALL VIEWSEE BELOW FOR OVERALL VIEW SEE ABOVE FOR DETAILED VIEW SEE ABOVE FOR DETAILED VIEW 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 ) 0 1 INCH = 50 FEET 50 50 100 150 ( IN FEET ) 0 1 INCH = 100 FEET 100 100 200 300 EX1 & DEMOLITION PLANEXISTING CONDITIONS4 GOLDEN WILLOWDRIVEWEEPINGWILLOW DRIVELID XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXXXXXXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU FALCON RIDGE DRIVE BLOCK 1 BLOCK 6 BLOCK 5 TRACT E DAE TRACT G DAE TRACT F UDA&EAE TRACT F UDA&EAE TRACT ATRACT A TRACT B DE TRACT V DE TRACT V DE BLOCK 1 BLOCK 7 BLOCK 9 BLOCK 10 BLOCK 2 BLOCK 11BLOCK 12BLOCK 8GOLDEN WILLOW DRIVEDUSKY LARK STREETWEEPING WILLOW DRIVEHORNED LARK STREETLACEBARK LNDESERT LARK STREET CRESTED LARK STREET 59' ROW 59' ROW 58' ROW 59' ROW 58' ROW 59' ROW 59' ROW59' ROW 58' ROW 58' ROW 30' FL-FL 30' FL-FL 30' FL-FL 30' FL-FL 30' FL-FL 30' FL-FL 8' SIDEWALK8' SIDEWALK 30' TRACT 20' TBC-EOC 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKSheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 PV1 PAVING PLAN5MATCHLINE SEE SHEET PV2KEYMAP PV1 PV2 EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 3.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 STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 4.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT ASPHALT PAVING LEGEND: CONCRETE PAVING GRAVEL ACCESS ROAD RED WILLOWDRIVEXXXXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXX X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XCORONA AVEFALCON RIDGE DRIVE TIMBERLINE ROADTRACT H UDA TRACT JAETRACT I UDA&EAE TRACT K UDA&EAE TRACT L DE TRACT D DE TRACT O DE TRACT C DETRACT C DE TRACT RDETRACT SDETRACT TDETRACT UDETRACT N UDA&EAE BLOCK 3 BLOCK 4 BLOCK 19BLOCK 20BLOCK 21BLOCK 22TRACT MAEBLOCK 18BLOCK 17BLOCK 16BLOCK 15BLOCK 13BLOCK 14OAKLEY STREETMASKED LARK STREETCORONAAVENUETULIPWOOD LNBONSAI LNLINE LNBAMBOO LNCANE LNCRESTED LARK STREET RED WILLOW DRIVE63' ROW 63' ROW 57' ROW 63' ROW 63' ROW 59' ROW 63' ROW 57.5' HALF ROW 36' FL-FL 36' FL-FL 30' FL-FL 36' FL-FL 30' FL-FL 20' TRACT 30' TRACT 30' TRACT 30' TRACT30' TRACT 20' TBC-EOC20' TBC-EOC 20' TBC-EOC 20' TBC-EOC 20' TBC-EOC 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 6' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALKSheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 PV2 PAVING PLAN6MATCHLINE SEE SHEET PV1KEYMAP PV1 PV2 EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 3.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 STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 4.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT ASPHALT PAVING LEGEND: CONCRETE PAVING GRAVEL ACCESS ROAD CORONAAVEIRR IRR IRRIRRIRR IRRIRRUDUDGOLDEN WILLOWDRIVED DD FE SSTSTSTSTSTSTSTST DST FALCON RIDGE DRIVE FOSSIL CREEKCIRCLEFOSSIL CREEK PARKWAY FALCON RIDGE DRIVE FOSSIL CREEK PARKWAY TIMBERLINE ROADUNDERGROUND STORM CHAMBERS DETENTION POND OAKLEY STREET GOLDEN WILLOW DRIVEDUSKY LARK STREETWEEPING WILLOW DRIVEHORNED LARK STREETMASKED LARK STREETCORONAAVENUELACEBARK LNTULIPWOOD LNBONSAI LNLINE LNBAMBOO LNCANE LNDESERT LARK STREET CRESTED LARK STREET CRESTED LARK STREET RED WILLOW DRIVETRACT H UDA TRACT E DAE TRACT M AE TRACT O DE TRACT G DAE TRACT I UDA&EAE TRACT J AE TRACT K UDA&EAE TRACT L DE TRACT D DE TRACT C DETRACT B DE BLOCK 9 BLOCK 10 BLOCK 11 BLOCK 12 BLOCK 13 BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 18 BLOCK 7 BLOCK 8 BLOCK 22BLOCK 19 BLOCK 20 BLOCK 2 BLOCK 6 BLOCK 5 BLOCK 3 BLOCK 4 BLOCK 4WEEPINGWILLOW DRIVERED WILLOWDRIVEFOSSIL CREEKCIRCLEBLOCK 14 U.P.R.R. RIGHT OF WAYLOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LINDEN PARK P.D.P., 1ST REPLAT LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LINDEN PARK P.D.P., 1ST REPLAT LOT 1LOT 168 LOT 159 LOT 157 LOT 156 LOT 158 LINDEN PARK P.D.P., 1ST REPLAT LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64 OWNER: JACQUELYN & LANE HANSON 1630 E TRILBY RD OWNER: MATTHEW ALLDREDGE 1702 E TRILBY RD OWNER: RIC & CHERYL LEWIS 1790 E TRILBY RD OWNER: RIC & CHERYL LEWIS 1854 E TRILBY RD OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RD OWNER: BARBARA KEEN LIVING TRUST 6417 S TIMBERLINE RD TRACT N UDA&EAE TRACT P DETRACT W DE TRACT A BLOCK 1 TRACT Q OPEN SPACE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH ( IN FEET ) 0 1 INCH = 100 FEET 100 100 200 300 KEYMAP LEGEND: ST 1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE REQUIREMENTS. 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LODLIMITS OF DEVELOPMENT PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES 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 GR1 GR2 GR3 OGR1OVERALL GRADING PLAN7 IRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR59' ROW 58' ROW 59' ROW 59' ROW59' ROW 59' ROW 58' ROW WEEPINGWILLOW DRIVEGOLDENWILLOW DRIVEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 6' CONCRETE PAN (TYPICAL)8' SIDEWALK8' SIDEWALK8' SIDEWALK 58' ROW PROPOSED CONCRETE CHANNEL TO TIE INTO EXISTING IRRIGATION STRUCTURE PROPOSED CONCRETE CHANNEL (6" CURB) PROPOSED CURB CUT AND SIDEWALK CHASE 15' DRAINAGE EASEMENT DESERT LARK STREETGOLDEN WILLOW DRIVEDUSKY LARK STREETWEEPING WILLOW DRIVEINLET A8 (ON-GRADE) STMH A7 INLET A6-1N (SUMP) STMH A6 INLET A6-1S (SUMP)24" IRRIGATION24" IRRIGATION15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT INLET A6-3S TRACT Q OPEN SPACE TRACT E DAE BLOCK 9 BLOCK 10 BLOCK 7 BLOCK 6 BLOCK 5 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LINDEN PARK P.D.P., 1ST REPLAT LOT 11 LOT 10 LOT 9LOT 168 OWNER: JACQUELYN & LANE HANSON 1630 E TRILBY RD OWNER: MATTHEW ALLDREDGE 1702 E TRILBY RD43.584 5 . 3 1 4 9 . 5 745.595 0 . 6 646.1951.0745.034 8 . 0 5 44.754 6 . 5 0 4 4 . 9 444.4744.1944.3343.744 6 . 2 3 4 3 . 0 0 48.124 2 . 5 4 47.864 2 . 2 8 4 7 . 9 5 4 2 . 3 7 4 4 . 2 9 42.4138.9342.664 1 . 3 1 41.654 1 . 1 1 4 1 . 9 8 4 1 . 4 7 40.754 0 . 8 4 39.2738.9038.773 9 . 0 7 37.9139.644 0 . 0 140.385 1 . 2 2 5 0 . 9 9 5 0 . 5 0 47.9646.274 6 . 7 5 47.19 4 7 . 1 844.684 5 . 8 4 4 6 . 0 843.614 3 . 0 0 4 5 . 4 8 4 4 . 8 8 40.9541.5341.8942.404 0 . 3 8 4 0 . 3 5 4 0 . 8 541.684 2 . 5 343.394 4 . 2 444.8745.1345.4245.954 7 . 0 0 4 9 . 4 848.944 8 . 8 049.1149.854 7 . 4 5 46.9846.9446.944 7 . 3 4 46.0345.0144.2446.5044.4345.964 7 . 1 0 4 3 . 3 9 45.6343.254 2 . 5 3 44.814 2 . 1 9 43.9941.0943.194 0 . 8 4 40.0239.7940.223 9 . 2 0 3 8 . 8 2 3 9 . 2 9 39.2039.223 6 . 3 0 3 9 . 2 5 3 8 . 7 6 3 8 . 5 639.393 9 . 2 8 39.053 8 . 8 5 4 0 . 7 4 4 0 . 3 4 4 0 . 2 4 4 0 . 7 541.2541.764 2 . 2 8 42.2243.3042.894 4 . 3 3 4 3 . 5 545.5345.7444.544 4 . 2 4 4 3 . 1 5 42.494 1 . 8 2 41.364 6 . 8 6 46.594 5 . 6 6 44.9646.8646.0344.134 3 . 8 4 A FG=45.04 TF=45.71 LOT 5 A FG=44.46 TF=45.13 LOT 6 A FG=44.98 TF=45.65 LOT 4 A FG=45.07 TF=45.74 LOT 3 A FG=45.43 TF=46.10 LOT 2 A FG=45.48 TF=46.15 LOT 1 B FG=46.24 TF=46.91 LOT 6 B FG=47.80 TF=48.47 LOT 5 B FG=49.15 TF=49.82 LOT 4 B FG=50.67 TF=51.34 LOT 3 B FG=51.76 TF=52.43 LOT 2 B FG=51.76 TF=52.43 LOT 1 4 5 . 3 0FL 44.83 FL 4 4 . 2 9 F L 0.5%0.5% A FG=53.19 TF=53.86 LOT 1 5 2 . 6 9 49.794 8 . 2 5 4 8 . 7 1 47.764 8 . 6 0 4 8 . 0 6 4 9 . 0 4 4 9 . 5 2 48.624 8 . 9 9 47.1350.17 51.26 48.65 47.30 45.74 4 4 . 9 3 44.98 44.5744.484 4 . 5 4 43.964 3 . 9 343.8444.104 4 . 5 6 44.20 4 3 . 0 4FL43.66 FL45.36F L 0.5%0.5%0.5% A FG=44.53 TF=45.20 LOT 7 A FG=45.47 TF=46.14 LOT 6 A FG=46.07 TF=46.74 LOT 5 A FG=47.07 TF=47.74 LOT 4 T FG=47.87 TF=48.54 LOT 3 B FG=50.39 TF=51.06 LOT 2 A FG=47.38 TF=48.05 LOT 13 A FG=46.72 TF=47.39 LOT 12 A FG=45.90 TF=46.57 LOT 11 A FG=45.09 TF=45.76 LOT 10 A FG=44.28 TF=44.95 LOT 9 A FG=42.97 TF=43.64 LOT 8 47.67 4 7 . 1 7 46.0845.8646.88 4 6 . 5 4 46.57 4 6 . 3 3 4 5 . 2 3 4 5 . 0 1 44.154 5 . 2 3 45.57 4 4 . 3 8 4 4 . 6 3 4 3 . 3 0 44.97 43.78 4 4 . 0 3 42.47A FG=51.22 TF=51.89 LOT 14 A FG=49.21 TF=49.88 LOT 15 A FG=49.10 TF=49.77 LOT 16 A FG=49.54 TF=50.21 LOT 17 A FG=50.02 TF=50.69 LOT 18 A FG=49.49 TF=50.16 LOT 19 46.254 6 . 0 7 B FG=44.00 TF=44.67 LOT 1 B FG=42.97 TF=43.64 LOT 2 B FG=42.53 TF=43.20 LOT 3 B FG=42.08 TF=42.75 LOT 4 B FG=41.64 TF=42.31 LOT 5 B FG=41.20 TF=41.87 LOT 6 B FG=40.76 TF=41.43 LOT 7 B FG=40.32 TF=40.99 LOT 842.564 1 . 6 7 41.5541.184 0 . 8 2 40.464 0 . 1 0 39.7439.553 8 . 4 538.6739.043 9 . 4 039.764 0 . 1 240.4842.78A FG=46.65 TF=47.32 LOT 5 A FG=48.39 TF=49.06 LOT 6 A FG=45.83 TF=46.50 LOT 4 A FG=45.01 TF=45.68 LOT 3 A FG=44.20 TF=44.87 LOT 2 A FG=43.16 TF=43.83 LOT 1 A FG=42.07 TF=42.74 LOT 12 A FG=43.24 TF=43.91 LOT 11 A FG=44.32 TF=44.99 LOT 10 A FG=45.41 TF=46.08 LOT 9 A FG=46.53 TF=47.20 LOT 8 A FG=48.41 TF=49.08 LOT 7 42.88 45.904 5 . 7 1 4 4 . 9 3 44.8243.734 4 . 0 8 4 3 . 2 2 42.6441.574 2 . 3 8 43.44 44.29 43.97 45.0645.16 46.16 46.21 B FG=42.24 TF=42.91 LOT 1 B FG=42.75 TF=43.42 LOT 2 B FG=43.78 TF=44.45 LOT 3 B FG=44.80 TF=45.47 LOT 4 B FG=45.85 TF=46.52 LOT 5 B FG=46.40 TF=47.07 LOT 6 45.3544. 3 0 43. 2 8 42. 4 5 41. 4 4 4 0 . 0 5 39.56A FG=48.20 TF=48.87 LOT 1 A FG=47.19 TF=47.86 LOT 2 4 7 . 7 0 46. 6 9 46.5446.8645.71 B FG=40.55 TF=41.22 LOT 1 B FG=40.55 TF=41.22 LOT 2 4 1 . 1 9 40.5339.8641.864 2 . 5 2 39.363 5 . 6 8 3 5 . 7 6 38.93H P40.15HP39.7538.4936.94 1.4%1.6%1.2%1.5%2.2% INLET A6-4S INLET A6-2S TRACT P DE TRACT W DE PROPOSED CONCRETE CHANNEL (6" CURB)0.4%XXXX4 7 . 8 648.4148. 5 4 4 8 . 6 3 T O W 48.53 48.63TOW48.63 2.0%33' RETAINING WALL47.65 48. 5 9 4 8 . 6 3 T O W 25.5% 25.1% N:98187.25 E:202712.07 N:98220.25 E:202711.91XXXXXXXX44.75 43.8443.94FL45.26TOW44. 5 1 45.25 45.76TOW44. 3 8 45 . 2 6 T O W 24.4% 45.76 45.84 45 . 7 6 T O W 23.8% 24.8% 22.8% 2.0% 2.0% 4 3 . 6 6 F L 78' RETAINING WALL44.33 44.33 45. 6 8 44.00 N:98319.58 E:202711.44 N:98397.61 E:202711.06 44.19XXXXXXX4 5 . 3 160' RETAINING WALL45.47 45.68TOW45. 6 8 45.19 45. 3 9 4 5 . 6 8 T O W 2.0% 45.05 45. 5 4 4 5 . 6 8 T O W 0.5%25.9% 25.6% 25.2% 4 5 . 3 7 45.23N:98576.68 E:202710.21 N:98637.09 E:202709.92 45.90 45.78 47 . 0 4 T O W 46.04 47.04TOW45. 8 6 1.2%31' RETAINING WALL47.04 45. 8 2 4 7 . 0 4 T O W 23.7% 18.7% 4 5 . 6 645.82N:98665.61 E:202709.78 N:98696.88 E:202709.63 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 GR1 GR2 GR3 MATCHLINE SEE SHEET GR2LEGEND: ST 1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE REQUIREMENTS. 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LODLIMITS OF DEVELOPMENT PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES 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 2 3 4 1 2 3 4 8' TRAIL LOT LINE CONCRETE CHANNEL PROPERTY LINE 8' TRAIL LOT LINE CONCRETE CHANNEL PROPERTY LINE 8' TRAIL LOT LINE CONCRETE CHANNEL PROPERTY LINE 8' TRAIL LOT LINE PROPERTY LINE GR1 GRADING PLAN8 12' 12' 12' 12' IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUDUD RED WILLOWDRIVE63' ROW 57' ROW 63' ROW 58' ROW 63' ROW D DD XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST6' CONCRETE PAN (TYPICAL) UNDERGROUND STORM CHAMBERS5' SIDEWALK2' CONCRETE PAN (TYPICAL) PROPOSED 2' CURB CUT & SIDEWALK CHASE PROPOSED 2' CURB CUT & SIDEWALK CHASE PROPOSED 2' CURB CUT & SIDEWALK CHASE CONNECTION TO EXISTING CONCRETE MANHOLE GRASS-LINED SWALE 2' CONCRETE PAN (TYPICAL)HORNED LARK STREETMASKED LARK STREETLACEBARKLNTULIPWOOD LNBONSAI LNBAMBOO LNDESERT LARK STREET DESERT LARK STREET CRESTED LARK STREET RED WILLOW DRIVEINLET A4-4N (SUMP) INLET A4-5N INLET A4-3N (SUMP) INLET A4-6N STMH A5 ST JUNCTION A4_WQ WEIR INLET A3-1 (SUMP) STMH A3 (5' Ø) INLET A2 (SUMP) FES A1 STMH B1 OUTLET B2 INLET A4-1S (SUMP) INLET A4-1N (SUMP)24" IRRIGATION24" IRRIGATION15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 30' TRACT 20' TRACT 30' TRACT 20' TBC-EOC 20' TBC-EOC 20' TBC-EOC OUTLET B3 BASIN A4-2SINLET A4-3SINLET A4-4SINLET A4-5S LOT 6 LOT 7 TRACT H UDA TRACT O DE LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 2 LOT 6 TRACT G DAE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 9 LOT 7 LOT 8 LOT 10 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 2 LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 9 LOT 7 LOT 8 LOT 10 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 1 LOT 2 TRACT IUDA&EAELOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 TRACT C DE LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 11LOT 8 LOT 9 LOT 10 BLOCK 10 BLOCK 11 BLOCK 12 BLOCK 13 BLOCK 15 BLOCK 16 BLOCK 8 BLOCK 19 BLOCK 20 BLOCK 2 BLOCK 3 LOT 1 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 159 LOT 157 LOT 156LOT 158 LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 OWNER: RIC & CHERYL LEWIS 1790 E TRILBY RD OWNER: RIC & CHERYL LEWIS 1854 E TRILBY RD OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RD 3 6 . 3 0 35.6539.253 8 . 7 6 3 8 . 5 6 38.003 7 . 4 4 35.4535.093 4 . 9 636.893 6 . 3 3 3 5 . 7 7 35.2134.333 4 . 7 9 34.6634.0934.4334.8334.383 4 . 9 8 34.453 3 . 3 5 3 5 . 7 335.3034.7434.8835.9335.6235.9236.3736.5036.2336.6936.293 6 . 8 8 3 6 . 6 0 3 5 . 9 7 3 6 . 3 6 36.2336.0935.663 5 . 4 6 3 5 . 3 5 3 4 . 5 739.053 8 . 8 5 4 0 . 7 4 4 0 . 3 441.764 2 . 2 242.894 3 . 5 544.544 4 . 2 4 4 3 . 1 5 42.494 1 . 8 2 41.3638.0437.853 8 . 2 938.953 9 . 6 140.2840.9442.0143.044 1 . 9 2 4 1 . 8 0 41.5041.024 0 . 5 8 4 0 . 1 5 39.7139.283 8 . 8 4 38.4138.033 7 . 7 6 3 7 . 1 6 3 6 . 4 8 3 6 . 9 537.6237.163 8 . 3 838.0639.303 9 . 0 240.2339.9841.0740.9140.884 0 . 6 5 4 0 . 2 3 4 0 . 9 1 39.954 0 . 2 5 3 8 . 9 2 39.1137.933 8 . 0 8 3 6 . 9 8 37.1736.05FL3 5 . 2 336.093 6 . 8 0 3 7 . 6 338.4639.053 9 . 6 440.424 1 . 1 940.2639.153 7 . 9 9 38.663 4 . 4 5 34.993 5 . 1 3 3 4 . 9 4 3 4 . 8 6 34.933 5 . 1 0 3 5 . 4 536.043 5 . 4 235.893 6 . 7 6 3 7 . 4 8 36.4838.203 7 . 0 0 3 8 . 9 2 37.6238.113 9 . 5 039.563 8 . 7 639.2339.113 8 . 7 7 3 8 . 6 3 39.143 9 . 6 9 3 9 . 6 3 39.534 0 . 0 5 39.8239.1639.603 9 . 3 3 3 8 . 7 0 38.05 38.9737.5638.433 7 . 8 9 3 6 . 9 4 36.413 7 . 3 5 36.8135.8336.273 5 . 3 5 3 5 . 0 3 3 5 . 7 4 34.3935.274 4 . 9 646.864 6 . 0 3 44.134 3 . 8 4 45.7444.8243.0142.234 4 . 1 3 4 3 . 3 4 41.4440.694 2 . 5 8 4 1 . 8 2 39.9139.1441.044 0 . 2 7 38.3737.913 8 . 5 5 4 0 . 2 1 39.8038.7238.563 8 . 8 5 3 9 . 2 0 38.763 9 . 1 6 3 9 . 4 6 3 9 . 0 5 39.343 9 . 7 7 4 0 . 0 8 3 9 . 5 8 39.8240.394 0 . 6 9 40.064 0 . 2 9 41.004 1 . 3 1 40.5340.774 1 . 6 2 4 1 . 9 240.983 7 . 9 1 37.073 6 . 8 437.2037.5437.893 8 . 2 039.5940.8540.9841.554 1 . 1 4 4 0 . 8 3 4 0 . 1 6 39.7939.533 9 . 2 8 3 9 . 1 4 38.8238.5438.2837.05 36.45 4 1 . 5 6 4 1 . 8 8 41.7541.6641.16 39.793 8 . 4 1 37.87 37.37 B FG=42.24 TF=42.91 LOT 1 B FG=42.75 TF=43.42 LOT 2 B FG=43.78 TF=44.45 LOT 3 B FG=44.80 TF=45.47 LOT 4 B FG=45.85 TF=46.52 LOT 5 B FG=46.40 TF=47.07 LOT 6 45.3542. 4 5 41. 4 4 40.0539.56FG=48.20 TF=48.87 A FG=47.19 TF=47.86 LOT 2 46. 6 9 46.54 45.71 B FG=40.55 TF=41.22 LOT 2 A FG=45.24 TF=45.91 LOT 7 A FG=43.26 TF=43.93 LOT 8 A FG=42.59 TF=43.26 LOT 9 A FG=41.93 TF=42.60 LOT 10 A FG=41.27 TF=41.94 LOT 11 A FG=40.56 TF=41.23 LOT 12 4 1 . 1 9 41.4340. 7 740.5339.8639.234 0 . 0 6 4 2 . 0 941.8642.764 2 . 5 2 41.89B FG=39.86 TF=40.53 LOT 3 B FG=39.30 TF=39.97 LOT 4 B FG=38.74 TF=39.41 LOT 5 B FG=38.19 TF=38.86 LOT 6 B FG=37.63 TF=38.30 LOT 7 B FG=37.07 TF=37.74 LOT 8 B FG=36.51 TF=37.18 LOT 9 B FG=35.96 TF=36.63 LOT 1039.363 8 . 8 0 38.243 7 . 6 9 37.133 6 . 5 7 3 6 . 0 1 3 5 . 4 6 3 5 . 6 8 3 5 . 7 6 A FG=46.07 TF=46.74 LOT 3 A FG=45.27 TF=45.94 LOT 4 A FG=44.49 TF=45.16 LOT 5 A FG=43.71 TF=44.38 LOT 6 A FG=42.95 TF=43.62 LOT 7 A FG=42.18 TF=42.85 LOT 8 A FG=41.41 TF=42.08 LOT 9 A FG=40.87 TF=41.54 LOT 10 4 4 . 5 9 44.77 4 5 . 5 7 45.4143.8143.9943.2142.454 3 . 0 2 42.2741.494 1 . 6 8 4 0 . 7 2 4 0 . 9 1 39.9540.3739.67B FG=40.50 TF=41.17 B FG=41.11 TF=41.78 B FG=41.73 TF=42.40 B FG=42.34 TF=43.01 B FG=42.96 TF=43.63 4 0 . 6 1 4 0 . 0 0 4 1 . 2 3 4 1 . 8 4 42.46B FG=40.86 TF=41.53 B FG=40.86 TF=41.53 B FG=40.22 TF=40.89 B FG=38.78 TF=39.45 B FG=37.34 TF=38.01 B FG=37.57 TF=38.24 B FG=38.65 TF=39.32 B FG=39.73 TF=40.40 B FG=40.63 TF=41.30 B FG=41.16 TF=41.83 36.8437.0738.153 8 . 2 8 3 9 . 2 3 3 9 . 7 240.3640.13B FG=42.89 TF=43.56 B FG=42.32 TF=42.99 BLOCK 14 B FG=41.45 TF=42.12 B FG=40.58 TF=41.25 B FG=39.71 TF=40.38 B FG=38.38 TF=39.05 B FG=39.75 TF=40.42 B FG=40.94 TF=41.61 B FG=42.49 TF=43.16 B FG=42.49 TF=43.16 4 1 . 8 2 40.9540.083 9 . 2 1 37.8839.2540.444 1 . 9 9 40.01 41.0640.26 38.8737.41 36.20 35.1439.593.2%3.2%2.9%2.1%2.4%2 6 . 7 5 24.2023.0023.735:15:14:1 4:15:15:15:14:12.1%2.1%2.0%0.5% INLET A4-6S 34.5333.9733.66 3 4 . 1 7 H P 33.4732.89 FFE=39.75 FFE=38.75 FFE=43.07 FFE=42.07 FFE=37.99 FFE=36.9941.64FL1.2%1.0%1.4% 1.0%2.1%1.4%2.1%1.1%1.8%1.5%1.0% 3 4 . 5 4 HP3 5 . 1 0 HP40.79 40.50 40.00 40.43 40.233 5 . 1 3 F L 38.92FL3 8 . 4 1 F L 8:1FG=43.51 TF=44.18 5:1FFE=37.02 FFE=36.02 LOT 4 FFE=39.68 FFE=43.97 3 3 . 7 2FL3 4 . 4 7 F L 3 5 . 4 4FL 35.67 FL35.99F L 34.00 FL35.36 FL 36.72FL3 6 . 9 7FL 39.03 FL 2.0%0.5% TRACT P DE POND GAUGE 4' MAINTENANCE PATH 2.0%1.9%1.9% 2.0% 12' GRAVEL ACCESS ROAD 4' MAINTENANCE PATH 2 3 . 1 8 33.1932.83 32.85 35.35 35.45 PROPOSED GRADE BREAK 33.0033.003 3 . 0 0 3 3 . 0 0 34.062 3 . 8 8 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 GR1 GR2 GR3 LEGEND: ST 1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE REQUIREMENTS. 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LODLIMITS OF DEVELOPMENT PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES MATCHLINE SEE SHEET GR1MATCHLINE SEE SHEET GR3CALL 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 GR2 GRADING PLAN9 IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRR59' ROW 63' ROWFES XXXXXXXX X X X XXXXXXXXXXXXXXXXXX X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XCORONA AVETIMBERLINE ROADDETENTION POND 2' CONCRETE PAN (TYPICAL) 2' CONCRETE PAN (TYPICAL) PROPOSED 2' CURB CUT & SIDEWALK CHASE PROPOSED 2' CURB CUT & SIDEWALK CHASE REPLACE CONCRETE IRRIGATION STRUCTURE WITH PROPOSED INLET PROPOSED GRASS-LINED IRRIGATION CHANNEL 4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALKOAKLEY STREET CORONA AVENUEBONSAI LNLINE LNBAMBOO LNCANELNCRESTED LARK STREET FES C4 FES C1 FES G2 FES G1FES H2 FES H1 FES F1 INLET F2 INLET C2 (SUMP) INLET C3 (SUMP)24" IRRIGATION15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT TIE TO EXISTING IRRIGATION CHANNEL 30' TRACT 30' TRACT 30' TRACT 20' TBC-EOC 20' TBC-EOC 20' TBC-EOC FES E1 INLET E2 (SUMP) LOT 6 TRACT N UDA&EAE TRACT M AE TRACT O DE LOT 3 LOT 5 LOT 3 LOT 1 LOT 2 LOT 5 LOT 1 LOT 2 LOT 1 LOT 2 LOT 5 LOT 4 LOT 13LOT 12 LOT 14 TRACT IUDA&EAETRACT J AE TRACT KUDA&EAETRACT L DE LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 TRACT D DE LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2LOT 11LOT 9 LOT 10 BLOCK 16 BLOCK 17 BLOCK 18 BLOCK 22 BLOCK 20 BLOCK 4 BLOCK 4 LOT 4 LOT 3 LOT 4 LOT 3 LOT 2 LINDEN PARK P.D.P., 1ST REPLAT LOT 1LOT 74 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64 OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RD OWNER: BARBARA KEEN LIVING TRUST 6417 S TIMBERLINE RD 3 5 . 7 3 34.8835.9336.3736.5036.6936.293 5 . 9 7 3 6 . 3 6 3 6 . 2 3 36.0935.663 5 . 4 6 33.7033.6734.0034.313 4 . 6 535.543 5 . 3 5 3 4 . 5 7 33.683 4 . 2 7 3 4 . 6 9 3 4 . 7 3 33.65 34.8233.9834.2834.9035.2834.6235.383 4 . 9 5 35.303 4 . 7 6 34.3233.0033.0133.013 4 . 8 5 3 4 . 9 3 33.0133.333 5 . 0 0 3 5 . 0 2 3 4 . 6 3 3 4 . 1 9 4 1 . 3 1 40.5340.774 1 . 6 2 4 1 . 9 240.9841.834 2 . 1 7 42.144 1 . 2 0 4 2 . 7 8 4 4 . 8 8 42.263 6 . 8 437.2037.5437.8938.2039.5940.8540.9841.5541.1437.05 36.45 3 5 . 5 4 3 5 . 3 836.1436.1336.4236.4136.7336.7337.1637.1737.9737.963 9 . 2 8 39.2840.2340.2342.244 2 . 2 5 4 1 . 5 6 4 1 . 8 8 41.7541.6641.16 39.793 8 . 4 1 37.87 37.37 36.0236.2136.573 7 . 0 7 3 7 . 9 739.6640.4541.40 4 1 . 4 4 4 0 . 6 4 40.36 39.8939.2337.753 7 . 1 2 36.50 36.15 35.96 35.0834.1934.4934.623 4 . 7 7 3 4 . 9 8 3 5 . 7 837.093 8 . 0 439.954 2 . 0 0 40.5840.103 9 . 5 9 4 4 . 8 6 43.214 1 . 9 8 4 1 . 4 6 40.944 0 . 3 6 39.773 9 . 3 0 3 8 . 8 2 3 9 . 0 7 3 8 . 5 6 3 7 . 9 9 3 7 . 3 9 3 6 . 8 1 36.4338. 7 3 36.353 6 . 5 439.5939. 2 9 3 6 . 9 0 37.2740.044 0 . 0 5 3 7 . 7 1 B FG=42.96 TF=43.63 42.462 3 . 7 35:12.1%2.1%B FG=43.51 TF=44.18 B FG=45.70 TF=46.37 A FG=45.66 TF=46.33 A FG=41.88 TF=42.55 A FG=40.85 TF=41.52 A FG=39.72 TF=40.39 A FG=39.44 TF=40.11 A FG=40.13 TF=40.8041.1741.3440.13 4 0 . 3 5 3 8 . 9 6 3 9 . 0 6 38.0137.9238.8738.4839.4439.303 0 . 4 033.8632.0235.144:15:16:1 4:1 6:15:14:1 4:1 21.1% 14.5% 16 . 5 %11.3%12.7%3.7%0.6% 2.0%2.0%0.6%0.5% 2 4 . 1 2 2 4 . 5 8 2 5 . 2 9 27.7928.19FFE=37.02 FFE=36.02 LOT 4 FFE=35.64 FFE=36.64 FFE=38.29FFE=39.68 FFE=38.22 FFE=41.24 FFE=39.74 FFE=43.97 FFE=44.03 39. 1 8 38. 3 6 37. 0 0 36.450.7%0.8 %3.6%3 5 . 4 4FL 35.67 FL 3 5 . 9 9 F L 34.33 FL34.65FL34.10F L 3.6%16.5%14.8%3. 4 % 3. 8 %38.813 5 . 7 737.4537.802.1%0.7%37.84FL3 6 . 6 6FL 3 4 . 4 5FL39.03 FL 37.67 FL2.0%2.0%3.9%2.1%2.0%9:1 FFE=35.88 FFE=35.88 3 3 . 0 0 32.00 3 2 . 0 0 33.00PROPOSED EMERGENCY OVERFLOW WEIR SEE DETAIL SHT D634.9534.2133.8534.59PROPOSED 2' CURB CUT & SIDEWALK CHASE PROPOSED 4' CURB CUT & SIDEWALK CHASE 2.8% 2.0% 1.9 %1.9%PROPOSED GRADE BREAK33.0033.0033.0033.00PROPOSED RIBBED CONCRETE RUN DOWN 33.7734.0637.2737.6337.9238.366:15:11.6%5.0%1.8%SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 GR1 GR2 GR3 LEGEND: ST 1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE REQUIREMENTS. 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LODLIMITS OF DEVELOPMENT PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES MATCHLINE SEE SHEET GR2CALL 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 GR3 GRADING PLAN10 GOLDEN WILLOWDRIVECORONAAVEFO HY DHY DC C HY DLID S D VAULT F.O. FO D S D S HY DFE SFOFOFOFOWWWOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTST D S STGGGWWSSSSSS2WSSSSSS2WSS WWWWW WWWWWWWWWWSSSSSSSSSSSSS S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSIRR IRR IRRIRRIRR IRRIRRUDUDWWWWWWW WWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S SW 2W2WSWWSSSSSS2WSSSSSS2WS2W2WS2WW2W2W2WSSSSSSWSS2WW2W2W2WSSSSSSWSSSSSSSWSWSSWWWWWWWWWWWWWWWWWWW SSSSS2W2W2W2WG G G G G GGGGGGGGG G G G GGGGGGGGGGG GG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGG G G G G GG G G GEEEEEE EEEEEEE EEEEE EE EVAULTVAULTEVAULT VAULTVAULTVAULTE VAULTVAULTVAULTVAULTEEVAULT VAULT VAULT VAULT VAULT ET T T T VAULTVAULT VAULT VAULT VAULT EVAULT VAULT VAULTVAULTVAULTEEE EE EE EEE E E EEE E E E E E E E E E E E E E E EE E E EEEEEEWWSS WWS S WWSS WWSS WWSS WWSS WWSS WWSS WWSS WWSS W SWWSS EE 8" SANITARY (TYPICAL) 8" WATER (TYPICAL) WATER SERVICE (TYPICAL) SANITARY SERVICE (TYPICAL) FALCON RIDGE DRIVE FOSSIL CREEKCIRCLEFOSSIL CREEK PARKWAY FALCON RIDGE DRIVE FOSSIL CREEK PARKWAY TIMBERLINE ROADWEEPINGWILLOW DRIVERED WILLOWDRIVEFOSSIL CREEKCIRCLE8" SANITARY (TYPICAL) 8" WATER (TYPICAL) SANITARY MANHOLE (TYPICAL) SANITARY MANHOLE (TYPICAL) STORM OUTLET (TYPICAL) PROPOSED FIRE HYDRANT 8" WATER STUB 8" WATER STUB TEMPORARY FIRE HYDRANT STORM DRAIN (TYPICAL) STORM DRAIN (TYPICAL) TYPE 'R' INLET (TYPICAL) EXISTING 30" STORM DRAIN EXISTING STORM DRAIN MANHOLE (TYPICAL) EXISTING OVERHEAD POWER LINES 8" WATER STUBU.P.R.R. RIGHT OF WAYEXISTING SANITARY MANHOLE (TYPICAL) PROPOSED IRRIGATION LINE (TYPICAL) UNDERGROUND STORMTECH CHAMBERS DETENTION POND PROPOSED WATER CONNECTION PROPOSED WATER CONNECTION PROPOSED WATER CONNECTION CONNECTION TO EXISTING STORM DRAIN PROPOSED MANHOLE CONNECTION TO EXISTING SANITARY SEWER TRACT H UDA TRACT T DE TRACT Q OPEN SPACE TRACT E DAE TRACT N UDA&EAE TRACT D DETRACT C DETRACT B DE TRACT R DE TRACT S DE TRACT J AE TRACT U DE TRACT L DE TRACT A TRACT G DAE TRACT M AE TRACT O DE BLOCK 2 BLOCK 10 BLOCK 11 BLOCK 12 BLOCK 5 BLOCK 1 BLOCK 9 BLOCK 8 BLOCK 7 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 17 BLOCK 18BLOCK 16 BLOCK 19 BLOCK 21 BLOCK 22 BLOCK 4BLOCK 3 PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LINDEN PARK P.D.P., 1ST REPLAT LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LINDEN PARK P.D.P., 1ST REPLAT LOT 1LOT 168 LOT 159 LOT 157 LOT 156 LOT 158 LINDEN PARK P.D.P., 1ST REPLAT LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64 PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT OWNER: JACQUELYN & LANE HANSON 1630 E TRILBY RD OWNER: MATTHEW ALLDREDGE 1702 E TRILBY RD OWNER: RIC & CHERYL LEWIS 1790 E TRILBY RD OWNER: RIC & CHERYL LEWIS 1854 E TRILBY RD OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RD OWNER: BARBARA KEEN LIVING TRUST 6417 S TIMBERLINE RD EXISTING SANITARY SEWER OAKLEY STREET GOLDEN WILLOW DRIVEDUSKY LARK STREETWEEPING WILLOW DRIVEHORNED LARK STREETMASKED LARK STREETCORONAAVENUELACEBARK LNTULIPWOOD LNBONSAI LNLINE LNBAMBOO LNCANE LNDESERT LARK STREET CRESTED LARK STREET CRESTED LARK STREET RED WILLOW DRIVEGAS LINE (TYPICAL) ELECTRICAL LINE (TYPICAL) GAS LINE (TYPICAL) ELECTRICAL LINE (TYPICAL) GAS LINE (TYPICAL) PROPOSED MANHOLE CONNECTION TO EXISTING STORM SEWER TRACT P DETRACT W DE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SPROPOSED SEWER SERVICE WPROPOSED RESIDENTIAL SINGLE WATER SERVICE UD EXISTING FIRE HYDRANT PROPOSED STORMLINE EASEMENT LINE 1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 3.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND WATER LINES. 4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM COVER SHALL BE 6.0 FEET. 5.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN BICYCLE OR VEHICLE WHEEL PATHS. 6.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. 7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8.ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL SANITARY SEWER SERVICES SHALL BE 4" PVC. PROPOSED STREET LIGHT 2WPROPOSED RESIDENTIAL DUAL WATER SERVICE FOEXISTING GAS PROPOSED STREET SIGN PROPOSED TRANSFORMER VAULTT NORTH ( IN FEET ) 0 1 INCH = 100 FEET 100 100 200 300 KEYMAP UT1 UT2 UT3 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 OUT1OVERALL UTILITY PLAN11 GOLDENWILLOW DRIVEWWWWWWWWWWWWSSSSSSSSSSSSS S IRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S SSW WSWSWWWGG G G G GGGGGGGGG G G GGGG G G G GGGGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G GEEEEEEEEEEEEEEEEEEEEEE EE E EEE EEEEE EEE EEEEEE EEEEEEEEEEEE E EEEEEEEEEEEE EEEEEE EEEEEEEE EEE EE EEEEEEE E E E E E EEEVAULTVAULTE EE EE EVAULT VAULTVAULTVAULTEEE VAULTVAULTE VAULT EEEEE E EEEE EE EEEEEEGOLDEN WILLOW DRIVEWEEPINGWILLOW DRIVEFO HY DHY D LID EE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUU.P.R.R. RIGHT OF WAY59' ROW 59' ROW 58' ROW 59' ROW 59' ROW 59' ROW59' ROW 58' ROW DESERT LARK STREET DUSKY LARK STREETWEEPING WILLOW DRIVECRESTED LARK STREET CONNECT TO EXISTING 8" WATER STUB CONNECT TO EXISTING 8" WATER STUB 8" WATER STUB PROPOSED FIRE HYDRANT 8" WATER STUB WATER SERVICE (TYPICAL) SANITARY SERVICE (TYPICAL) WATER SERVICE (TYPICAL) SANITARY SERVICE (TYPICAL) SSMH A7 SSMH A4-3 SSMH A4-2 SSMH A2-2 SSMH A6 SSMH A5-1 SSMH A5 SSMH A4 SSMH A38" SANITARY8" SANITARY 24" IRRIGATION24" IRRIGATION24" IRRIGATION 8" SANITARY8" WATER8" WATER 8" WATER8" SANITARY8" WATERLOT 12 TRACT A LOT 19LOT 18 LOT 17 LOT 16 LOT 14 LOT 1 LOT 15 LOT 2 LOT 13 LOT 5 LOT 4 LOT 4 LOT 4 LOT 3 LOT 2 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 6 LOT 4 LOT 3 LOT 2 LOT 5 LOT 1 LOT 1 LOT 1 TRACT Q OPEN SPACE TRACT E DAE LOT 1LOT 4 LOT 2 LOT 2LOT 8LOT 5LOT 1 LOT 3 LOT 6LOT 2 LOT 7 LOT 6 LOT 5 LOT 2 LOT 3 LOT 1 LOT 1 LOT 6 LOT 2 LOT 3 LOT 5 LOT 7 LOT 5 LOT 4 LOT 6 LOT 3 LOT 8 LOT 9 LOT 10 LOT 11 BLOCK 1 BLOCK 1 BLOCK 5 BLOCK 9 BLOCK 10 BLOCK 7 30' FL-FL 30' FL-FL 30' FL-FL 30' FL-FL 15' DRAINAGE EASEMENT PROPOSED CONCRETE CHANNEL TO TIE INTO EXISTING IRRIGATION STRUCTURE LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LINDEN PARK P.D.P., 1ST REPLAT LOT 11 LOT 10 LOT 9LOT 168 EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED IRRIGATION OUTLET OWNER: JACQUELYN & LANE HANSON 1630 E TRILBY RD OWNER: MATTHEW ALLDREDGE 1702 E TRILBY RD 33' LF RETAINING WALL 8' SIDEWALK8' SIDEWALK TRACT B DE PROPOSED GAS LINE (TYPICAL) PROPOSED ELECTRICAL LINE (TYPICAL) 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 78' LF RETAINING WALL 60' LF RETAINING WALL 31' LF RETAINING WALL PROPOSED CONCRETE CHANNEL PROPOSED CONCRETE CHANNEL TRACT W DE TRACT V DE PROPOSED FIRE HYDRANT SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 UT1 UTILITY PLAN12 KEYMAP UT1 UT2 UT3 MATCHLINE SEE SHEET UT2EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SPROPOSED SEWER SERVICE WPROPOSED RESIDENTIAL SINGLE WATER SERVICE UD EXISTING FIRE HYDRANT PROPOSED STORMLINE EASEMENT LINE 1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 3.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND WATER LINES. 4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM COVER SHALL BE 6.0 FEET. 5.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN BICYCLE OR VEHICLE WHEEL PATHS. 6.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. 7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8.ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL SANITARY SEWER SERVICES SHALL BE 4" PVC. PROPOSED STREET LIGHT 2WPROPOSED RESIDENTIAL DUAL WATER SERVICE FOEXISTING GAS PROPOSED STREET SIGN PROPOSED TRANSFORMER VAULTT 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 GGGGGGGGWWSSSSSS2WSSSSSS2WSWWSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSIRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUDUD 2W2WS2WW2W2W2WSSSSSSWSSSSSSSWSWSWWWWWWWWWWWWWWWWWW SSS2W2WGGG G GG GGGG G G GGGGGGGG G GGGGGGGGGGGG GGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGG G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGG G G G G G G G G G G G G GGGGGGGG GEEEEEEEEEEE EEEEEEEEEE EE EEEE E EEEEEEEE EEEEEE EEEEE EEEEEE EEEEE EEEEEEEEEE E EEEEVAULT VAULTEEEEEEVAULTEEEVAULT E EVAULT VAULT EET VAULT VAULT VAULTE EEVAULTVAULTVAULTE E EEEEE E E E EEEEEEEE E E E E EEEEEEEEE E E E E E E E E E E E E E E E E E E E EEE EEEEEEE EWWSS WWS S WWSS WWSS W SHYDCEC S D ELEC BRKRE D S D SELEC BRKRE XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST STRED WILLOWDRIVEUNDERGROUND STORMTECH CHAMBERS 63' ROW 57' ROW 63' ROW58' ROW 63' ROW 58' ROW 63' ROW HORNED LARK STREETRED WILLOW DRIVEMASKED LARK STREETLACEBARK LNTULIPWOOD LNBONSAI LNBAMBOO LNDESERT LARK STREET CRESTED LARK STREET CONNECT TO EXISTING 8" WATER STUB 8" WATER STUB WATER SERVICE (TYPICAL) SANITARY SERVICE (TYPICAL) OAKLEY STREET CONNECT TO EXISTING STORM DRAIN MANHOLE SSMH A2-2 SSMH A2-1 SSMH A1-1 SSMH B4 SSMH B3-1A SSMH B4-1 SSMH A2-1A SSMH B1-1 SSMH B3 SSMH A2 SSMH A1 SSMH B3-1 SSMH AB SSMH B2 SSMH B3-1B SSMH B124" IRRIGATION24" IRRIGATION24" IRRIGATION 8" SANITARY 8" SANITARY8" SANITARY8" SANITARY8" WATER8" WATER EXISTING 8" SANITARY8" WATERLOT 4 LOT 5 LOT 9 LOT 7 LOT 8 LOT 10 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 1 LOT 2 TRACT R DE TRACT I UDA&EAE TRACT S DE LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 TRACT O DE LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 9 TRACT C DETRACT B DE LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 11LOT 8 LOT 9 LOT 10 LOT 6 LOT 4 LOT 3 LOT 2 LOT 5 LOT 10 LOT 11 LOT 12 LOT 7 LOT 8 LOT 9 LOT 6 TRACT G DAE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 9 LOT 7 LOT 8 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 2 LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 LOT 6 LOT 7 TRACT H UDA LOT 1 LOT 2LOT 10LOT 7LOT 6LOT 5LOT 4LOT 3 LOT 8LOT 2 LOT 7LOT 4LOT 3 LOT 5 LOT 6 LOT 10LOT 2 LOT 8 BLOCK 15 BLOCK 16 BLOCK 19 BLOCK 20 BLOCK 3 BLOCK 2 BLOCK 10 BLOCK 12BLOCK 11 BLOCK 14BLOCK 13 BLOCK 8 30' FL-FL 36' FL-FL 36' FL-FL 30' FL-FL 30' FL-FL STORM DRAIN A DETENTION POND LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 159 LOT 157 LOT 156LOT 158 LINDEN PARK P.D.P., 1ST REPLAT LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 EXISTING FIRE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED IRRIGATION OUTLET OWNER: RIC & CHERYL LEWIS 1790 E TRILBY RD OWNER: RIC & CHERYL LEWIS 1854 E TRILBY RD OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RD TRACT B DE PROPOSED GAS LINE (TYPICAL) PROPOSED ELECTRICAL LINE (TYPICAL)LOT 1LOT 10 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT LOT 9 30' TRACT 20' TRACT 30' TRACT 30' TRACT 20' TBC-EOC 20' TBC-EOC 20' TBC-EOC 20' TBC-EOC 5' SIDEWALK5' SIDEWALK5' SIDEWALKTRACT V DE 5' SIDEWALK8" WATERPROPOSED FIRE HYDRANT 4' MAINTENANCE PATH 12' GRAVEL ACCESS ROAD SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 KEYMAP UT1 UT2 UT3 MATCHLINE SEE SHEET UT3MATCHLINE SEE SHEET UT1EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SPROPOSED SEWER SERVICE WPROPOSED RESIDENTIAL SINGLE WATER SERVICE UD EXISTING FIRE HYDRANT PROPOSED STORMLINE EASEMENT LINE 1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 3.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND WATER LINES. 4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM COVER SHALL BE 6.0 FEET. 5.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN BICYCLE OR VEHICLE WHEEL PATHS. 6.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. 7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8.ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL SANITARY SEWER SERVICES SHALL BE 4" PVC. PROPOSED STREET LIGHT 2WPROPOSED RESIDENTIAL DUAL WATER SERVICE FOEXISTING GAS PROPOSED STREET SIGN PROPOSED TRANSFORMER VAULTT 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 UT2 UTILITY PLAN13 WWSSSSSS2WSSSSSS2WSGS W IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRR2W2WSWWSSSSSS2WSSSSSS2WS2W2WS2WW2W2W2WSSSSSSWSS2WW2W2W2WSSSSSSWSSSSSS2W2W2W2WG G G G G G G G G GGGGGGGGGGGGGGGGGGGGGG G G G G G G G G GGGGGGGG GGG G G GGGGGGGGGGGGGGGGGGGG G G G G G GGGEEEEE E E E EEE EEEEEEEEEET T T VAULT VAULT VAULT VAULT VAULT 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 EEEEEEEEEEEWSSWWSSWWSS WWSS WWSS WWSS WWSS W SWWSS EEE E ECORONAAVEELEC ELEC ELEC BRKRE VAULT F.O. FO HY DFE SXXXXXXXX X X X XXXXXXXFOFOFOFOFOFOFOFOFOFOXXXXXXXXXWWWWWWWWXX X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XTIMBERLINE ROADDETENTION POND 63' ROW 59' ROW OAKLEY STREET CORONA AVENUEBONSAI LNLINE LNBAMBOO LNCANE LNCRESTED LARK STREET CONNECT TO EXISTING 8" WATER STUB CONNECT TO EXISTING 16" DUCTILE IRON WATERLINE WATER SERVICE (TYPICAL) SANITARY SERVICE (TYPICAL) PROPOSED TEMPORARY FIRE HYDRANT SSMH B5 SSMH B3-1A SSMH B3-2A SSMH B6 SSMH B3-1 SSMH B3-2 SSMH B3-1B SSMH B3-3 SSMH B3-2B 8" SANITARY 8" SANITARY 8" SANITARY8" SANITARY8" WATER PROPOSED STORM CULVERTS PROPOSED STORM CULVERTS 57.5' HALF ROW TRACT I UDA&EAE TRACT S DE TRACT J AE TRACT U DE TRACT K UDA&EAE TRACT L DE LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 TRACT M AE TRACT O DE LOT 3 LOT 5 LOT 3 LOT 1 LOT 2 LOT 5 LOT 1 LOT 2 LOT 1 LOT 2 LOT 5 LOT 4 TRACT D DE LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2LOT 11LOT 9 LOT 10 LOT 6 TRACT T DE LOT 13LOT 12 LOT 14 STORM DRAIN C BLOCK 16 BLOCK 17 BLOCK 18 BLOCK 21 BLOCK 20 BLOCK 22 BLOCK 4 REPLACE CONCRETE IRRIGATION STRUCTURE WITH PROPOSED INLET 30' FL-FL 36' FL-FL LOT 4 LOT 3 LOT 2 LINDEN PARK P.D.P., 1ST REPLAT LOT 1LOT 74 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64 EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED IRRIGATION OUTLET OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RD OWNER: BARBARA KEEN LIVING TRUST 6417 S TIMBERLINE RD PROPOSED GAS LINE (TYPICAL) PROPOSED ELECTRICAL LINE (TYPICAL) 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT LOT 4 LOT 3 30' TRACT 30' TRACT 30' TRACT30' TRACT 20' TBC-EOC20' TBC-EOC 20' TBC-EOC 20' TBC-EOC 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 8" WATER8" WATER8" WATER 8" SANITARY SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 UT3 UTILITY PLAN14 KEYMAP UT1 UT2 UT3 MATCHLINE SEE SHEET UT2EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SPROPOSED SEWER SERVICE WPROPOSED RESIDENTIAL SINGLE WATER SERVICE UD EXISTING FIRE HYDRANT PROPOSED STORMLINE EASEMENT LINE 1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 3.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND WATER LINES. 4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM COVER SHALL BE 6.0 FEET. 5.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN BICYCLE OR VEHICLE WHEEL PATHS. 6.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. 7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8.ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL SANITARY SEWER SERVICES SHALL BE 4" PVC. PROPOSED STREET LIGHT 2WPROPOSED RESIDENTIAL DUAL WATER SERVICE FOEXISTING GAS PROPOSED STREET SIGN PROPOSED TRANSFORMER VAULTT 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 GGGGSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWSSSIRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUDUD WWWWWWWWWWSSSSSSSSSSSSSSSWSWSSWWWWWWWWWSGGG GGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGGGGG G G G G G G G G G G G G G GGGGEEEEEEEEEEEEE E EEEEEE EE EEE EE EEEEEEE E EE EEEE E E EEEEEEEEEE VAULT VAULTVAULTEEEEVAULTEEE VAULT EEVAULTEEEEEE E E E E E E E E E E E EED S D SELEC BRKRE XXXXXXXXXXXXXXXXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSSSS SSSTSTSTSTSTSTSTSTSTST ST ST10+0011+0012+0013+0014+0015+0016+0017+0018+00 WEEPING WILLOW DRIVEHORNED LARK STREETRED WILLOW DRIVELACEBARK LNTULIPWOODLNDESERT LARK STREET DESERT LARK STREET SSMH AB STA 10+00.00 N: 98141.68 E: 204026.85 246.10 LF 8" PVC @ 0.40% SSMH A1 STA 12+46.10 N: 98142.09 E: 203780.75 137.50 LF 8" PVC @ 0.40% SSMH A2 STA 13+83.60 N: 98142.32 E: 203643.25 268.50 LF 8" PVC @ 0.40% SSMH A3 STA 16+52.10 N: 98142.77 E: 203374.75 LOT 3 LOT 2 LOT 1 LOT 10 LOT 11 LOT 12 LOT 1 LOT 3 LOT 2 LOT 10 LOT 11 LOT 12 LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 10 LOT 9 LOT 8 LOT 7 LOT 5 TRACT FUDA&EAELOT 7LOT 4LOT 3 LOT 5 LOT 6 LOT 10LOT 2 LOT 8LOT 8LOT 6 LOT 7 LOT 1 LOT 9 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 TRACT G DAE TRACT VDESTA. 10+73.10STA. 11+30.10STA. 11+83.10STA. 12+38.10STA. 12+93.10STA. 13+48.10STA. 14+03.10STA. 14+58.10STA. 15+33.10STA. 15+83.25STA. 17+26.10STA. 17+81.10BLOCK 7 BLOCK 8 BLOCK 13BLOCK 12BLOCK 11BLOCK 10BLOCK 958' ROW 30' FL - FL 9' UTILITY EASEMENT SANITARY SEWER A1 SEE SHEET SS4SANITARY SEWER A2 SEE SHEET SS5 SANITARY SEWER A3 SEE SHEET SS7 SANITARY SEWER B1 SEE SHEET SS12 SANITARY SEWER B SEE SHEET SS9 - SS11 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+00 4934.314934.174934.154934.224934.414934.664934.924935.174935.424935.684935.934936.184936.444936.694936.944937.204937.454937.714937.964938.214938.474938.724938.954939.054939.014938.854938.684938.554938.504938.554938.674938.84246.10 LF 8" PVC @ 0.40%SSMH A1STA 12+46.10RIM 4935.9±INV. IN 4920.91 (W)INV. IN 4920.91 (N)INV. OUT 4920.61 (E)137.50 LF 8" PVC @ 0.40%SSMH A2STA 13+83.60RIM 4937.3±INV. IN 4921.76 (N)INV. IN 4921.76 (W)INV. OUT 4921.46 (E)268.50 LF 8" PVC @ 0.40%SSMH A3STA 16+52.10RIM 4938.7±INV. IN 4923.13 (W)INV. IN 4923.13 (N)INV. OUT 4922.83 (E)SSMH ABSTA 10+00.00RIM 4934.3±INV. IN 4919.63 (W)INV. IN 4919.63 (E)PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 8" PVC WATERSTA.= 10+10.00INV.= 4925.6524" RCP STORMSTA.= 10+46.67INV.= 4929.368" PVC WATERSTA.= 12+56.10INV.= 4927.098" PVC WATERSTA.= 13+93.60INV.= 4927.9124" HDPE IRRIGATIONSTA.= 15+06.85INV.= 4926.808" PVC WATERSTA.= 16+42.10INV.= 4929.1918" MIN. NORTH SANITARY SEWER A CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION.MATCHLINESTA18+00STAMATCH LINESEE SHEET18+00SS2( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. CONNECT TO EXISTING 12" SANITARY SEWER w/ 48" MANHOLE CONNECT TO EXISTING 12"SANITARY SEWER w/ 48" MANHOLESS1 PLAN AND PROFILESANITARY SEWER A15 WWWWWWSSSSSSWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGG GGGGGG GGGGGGGGGGGGGGGGEE EEE EEEEE EEE EEEEEE EEEEEEEEEEE EEEEEE EVAULTEE EVAULT VAULTVAULTEEEEEEE LID EE XXXXXXXXXXXXXXXXXXXXXXOHU OHU OHU OHU 18+0019+0020+0021+0022+0023+0024+00SSMH A5 STA 21+81.32 N: 98143.66 E: 202845.54 DESERT LARK STREET DUSKY LARK STREET266.00 LF 8" PVC @ 0.40% LOT 3 LOT 2 LOT 1 LOT 6 LOT 7STA. 18+36.10STA. 18+91.10STA. 19+46.10STA. 20+01.10STA. 20+56.10STA. 21+11.10BLOCK 7 BLOCK 9LOT 7 LOT 5 LOT 6 LOT 8 LOT 9 LOT 10 LOT 6 LOT 5 LOT 2 LOT 3 LOT 1 LOT 4 TRACT E DAE LOT 5LOT 1 LOT 3LOT 2 LOT 4BLOCK 6BLOCK 1SSMH A4 STA 19+18.10 N: 98143.22 E: 203108.75 263.21 LF 8" PVC @ 1.50% SANITARY SEWER A5 SEE SHEET THIS SHEET SANITARY SEWER A4 SEE SHEET SS8 STA. 21+9 3 . 9 6 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 18+0019+0020+0021+0022+00 SSMH A4STA 19+18.10RIM 4939.8±INV. IN 4924.50 (W)INV. IN 4924.50 (N)INV. OUT 4924.20 (E)266.00 LF 8" PVC @ 0.40% 263.21 LF 8" P V C @ 1 . 5 0 %SSMH A5STA 21+81.32RIM 4941.7±INV. IN 4928.75 (N)INV. IN 4928.75 (S)INV. OUT 4928.45 (E)4939.174939.334939.504939.664939.834939.994940.154940.324940.484940.654940.814940.984941.144941.314941.59PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 8" PVC WATERSTA.= 19+28.10INV.= 4933.974920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 11+50 129.99 LF 8" PVC @ 0.63%SSMH A5STA 21+81.32RIM 4941.7±INV. IN 4928.75 (N)INV. IN 4928.75 (S)INV. OUT 4928.45 (E)SSMH A5-1STA 21+80.47RIM 4941.6±INV. OUT 4929.57 (N)4941.714941.464941.714941.964942.214942.46PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE8" PVC WATERSTA.= 10+10.00INV.= 4936.29WWWWWWSSSSSW W WWWWWWS S SSSSSGGGGGGGG G G G G G G GGGGGG G GEEEEEEEEEEEE EE EEEEEEEEEVAULTE E ELIDEEXXXXXXXXXXXXXXXX10+00 11+00DESERT LARK STREETLOT 7LOT 5 LOT 6 LOT 8LOT 9LOT 10 LOT 6LOT 5LOT 2 LOT 3LOT 1 LOT 4 LOT 1 LOT 3 LOT 2 58' ROW SSMH A5 STA 10+00.00 N: 98143.66 E: 202845.54 129.99 LF 8" PVC @ 0.63% SSMH A5-1 STA 11+29.99 N: 98013.67 E: 202846.16 30' FL - FL BLOCK 7BLOCK 1 BLOCK 6 STA. 10+49.28STA. 11+01.28SANITARY SEWER A SEE SHEET SS1 - SS3 SANITARY SEWER A SEE SHEET SS1 - SS3 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP NORTH SANITARY SEWER A MATCHLINESTA18+00STAMATCH LINESEE SHEET22+00SS3STAMATCH LINESEE SHEET18+00SS1( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE:PROFILE SCALE: NORTH MATCH LINE STA 22+00GOLDEN WILLOW DRIVE GOLDEN WILLOW DRIVESANITARY SEWER A5 SS2 PLAN AND PROFILESANITARY SEWER A & A516 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 22+0023+0024+0025+0026+0027+0027+50 4941.684941.934942.184942.434942.684942.934943.184943.464943.884944.444945.114945.804946.484947.164947.844948.524949.184949.744950.204950.574950.85SSMH A7STA 27+18.66RIM 4950.8±INV. OUT 4938.16 (S)267.59 LF 8" P V C @ 1 . 6 2 %SSMH A6STA 24+51.07RIM 4944.5±INV. IN 4933.84 (N)INV. OUT 4933.54 (S)269.76 LF 8 " P V C @ 1 . 7 8 % PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINEWWWWWWWW WWWWSSSSSSSSSSSSW W W W W W W WWWS S S S S S S SSSGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G GGGGGG G GEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE EEEEEEEEEVAULTVAULTEEEEEE VAULTE E E E EHYDLIDXXXXXXXXXXXXXXXXXXXXXXXXXXXXFALCON RIDGE DRIVEGOLDEN WILLOW DRIVE 20+0021+0022+0023+0024+0025+0026+0027+00 DESERT LARK STREETGOLDEN WILLOW DRIVE STA. 22+45.96STA. 23+02.93STA. 23+59.89STA. 24+28.85STA. 24+85.81STA. 25+42.78STA. 25+99.74STA. 26+56.70STA. 27+13.66STA. 26+94.58STA. 25+36.57STA. 24+80.57STA. 24+19.57STA. 23+63.57STA. 23+06.57STA. 22+42.57LOT 7LOT 5 LOT 6 LOT 8LOT 9LOT 10 LOT 6LOT 5LOT 2 LOT 3LOT 1 LOT 4 LOT 1 LOT 3 LOT 2 LOT 11LOT 12LOT 13 LOT 4LOT 3LOT 2LOT 1 LOT 14 LOT 1 LOT 6LOT 2 LOT 3 LOT 5LOT 4 TRACT E DAE BLOCK 6 BLOCK 1 SSMH A7 STA 27+18.66 N: 98681.00 E: 202842.96 267.59 LF 8" PVC @ 1.62% SSMH A6 STA 24+51.07 N: 98413.42 E: 202844.24 269.76 LF 8" PVC @ 1.78% TRACT Q OPEN SPACE 59' ROW 30' FL - FL SANITARY SEWER A5 SEE SHEET SS10 NORTH SANITARY SEWER A MATCHLINESTA22+00STAMATCH LINESEE SHEET22+00SS2( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP SS3 PLAN AND PROFILESANITARY SEWER A17 G G G G G G G G SSSSSSSS S SSS S SSS S SSS S SSS S SSWWWWWWWWWW W W WWW W WWW W WWW W WWW WW WUD UD UD UD UDSSSSWWWWWWWWWWWWSGGG G GGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGG G G G G G G GGGGG GGGGGGGGGGGGG GGG EEEEEEEE EE EE EEEEEEEEEEEEEEEEEEEEEEEEEE VAULTEEEVAULTEEVAULTVAULTEEEEEEEEEE E E E E E E EEEEEEEE E E E E EHYDCEC SDDSELECBRKREXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STDSSSSSSSRED WILLOW DRIVE LACEBARK LN DESERT LARK STREETCRESTED LARK STREETRED WILLOW DRIVE STA. 13+69.50STA. 13+72.50STA. 13+49.50STA. 13+00.50STA. 12+77.50STA. 12+28.50STA. 12+05.50STA. 11+56.50STA. 11+33.50STA. 10+84.50STA. 10+61.50STA. 13+46.50STA. 12+97.50STA. 12+74.50STA. 12+25.50STA. 12+02.50STA. 11+30.50STA. 11+53.50STA. 10+81.50STA. 10+58.50LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 2LOT 1 LOT 6 TRACT G DAE LOT 10 LOT 7 LOT 6 LOT 5 LOT 8 LOT 9 LOT 6 LOT 1LOT 2LOT 3LOT 4 LOT 5 LOT 9 LOT 7LOT 8LOT 10 LOT 9 LOT 7 LOT 5 LOT 6 LOT 10 LOT 8 BLOCK 2BLOCK 11 BLOCK 12 BLOCK 8BLOCK 13BLOCK 3 TRACT O DE SSMH A1-1 STA 13+77.50 N: 98519.59 E: 203781.38 377.50 LF 8" PVC @ 1.75% SSMH A1 STA 10+00.00 N: 98142.09 E: 203780.75 10+0011+0012+0013+00 30'20' 8' UTILITY EASEMENT 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+5010+0011+0012+0013+0014+00 4935.894936.134936.234936.384936.584936.834937.154937.494937.834938.164938.504938.844939.184939.514939.854940.19377.50 LF 8 " P V C @ 1 . 7 5 %SSMH A1STA 10+00.00RIM 4935.9±INV. IN 4920.91 (W)INV. IN 4920.91 (N)INV. OUT 4920.61 (E)SSMH A1-1STA 13+77.50RIM 4940.2±INV. OUT 4927.53 (S)36" RCP STORMSTA.= 10+10.01INV.= 4929.52PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE NORTH SANITARY SEWER A1 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP SS4 PLAN AND PROFILESANITARY SEWER A118 SSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWSSSSSSIRRIRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR WWWW WWWW WWW SSS SSS SS SS SSS SSSSWSWSW WWWWWWWWWWG G GGGGGGGGGGG G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGEEEEEEE E EEE E E EEEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULTVAULTEVAULTVAULTE E E E E E VAULTVAULTEEEEEEEEE E E E E E FOHYDELECBRKREXXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUWEEPING WILLOW DRIVE HORNED LARK STREET DESERT LARK STREETFALCON RIDGE DRIVEWEEPING WILLOW DRIVE 10+0011+0012+0013+0014+00 15+0016+00SSMH A2-1 STA 14+31.00 N: 98573.32 E: 203643.97 431.00 LF 8" PVC @ 0.40% SSMH A2 STA 10+00.00 N: 98142.32 E: 203643.25 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 TRACT B DE LOT 1 LOT 6 LOT 4LOT 5 LOT 7 LOT 8 LOT 9 LOT 9 LOT 7LOT 8LOT 10 LOT 6 CRESTED LARK STREETLOT 3 LOT 2 LOT 10 LOT 11 LOT 12 LOT 1 LOT 4 LOT 3 LOT 5 LOT 6 LOT 2 LOT 1 LOT 1LOT 2LOT 3LOT 4LOT 5 SSMH A2-2 STA 16+40.50 N: 98573.67 E: 203434.47 209.50 LF 8" PVC @ 3.99% STA. 16+35.50 STA. 15+80.50 STA. 15+05.50 STA. 14+50.50 STA. 13+65.50STA. 13+04.50STA. 12+44.50STA. 11+86.50STA. 11+26.50STA. 10+66.50BLOCK 10 BLOCK 8TRACT V DEBLOCK 2BLOCK 11 58' ROW 30' FL - FL 9' UTILITY EASEMENT SANITARY SEWER A2-1 SEE SHEET SS6 SANITARY SEWER A SEE SHEET SS1 - SS3 SANITARY SEWER A3 SEE SHEET SS7 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 13+5014+0015+0016+0017+00 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+0013+504941.004941.304941.604941.974942.374942.734943.104943.484943.854944.234944.614944.984945.364937.294937.104937.374937.684937.984938.284938.584938.884939.194939.494939.794940.094940.394940.704941.00SSMH A2-2STA 16+40.50RIM 4945.2±INV. OUT 4932.13 (E)209. 5 0 L F 8 " P V C @ 3 . 9 9 %SSMH A2-1STA 14+31.00RIM 4942.1±INV. IN 4923.77 (W)INV. IN 4923.77 (E)INV. OUT 4923.47 (S)431.00 LF 8" PVC @ 0.40%SSMH A2STA 10+00.00RIM 4937.3±INV. IN 4921.76 (N)INV. IN 4921.76 (W)INV. OUT 4921.46 (E)PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 8" PVC WATERSTA.= 14+21.00INV.= 4936.3536" RCP STORMSTA.= 10+10.00INV.= 4930.35NORTH SANITARY SEWER A2 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP SS5 PLAN AND PROFILESANITARY SEWER A219 WEEPING WILLOWDRIVEGGGGS S S S S S S S S S SSSSSSSSWWWWWWWWWWWWWWWWSSSIRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRWWWWWSSSSSSS WWWWWWWWWW GGGGG G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEE EEEE EEE EEE EEEEEE EEEEVAULTEVAULTEEVAULT E EVAULT VAULTE EE E EEEE E E E EEEEEEEEEEEEFO HY DHY DC EC S D X X X X X X X X X X X X X X X SSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTWEEPING WILLOW DRIVEHORNED LARK STREETRED WILLOW DRIVELACEBARKLNCRESTED LARK STREET RED WILLOWDRIVE10+00 11+00 12+00 13+00 SSMH A2-1 STA 10+00.00 N: 98573.32 E: 203643.97 SSMH A2-1A STA 13+09.00 N: 98572.80 E: 203952.97STA. 10+35.50STA. 10+90.50STA. 11+45.50STA. 12+00.50STA. 12+55.50STA. 13+04.00LOT 1 TRACT BDELOT 10LOT 7LOT 6LOT 5LOT 4LOT 3 LOT 8LOT 2 LOT 9 LOT 6 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 9 LOT 7 LOT 8 LOT 10 LOT 3 LOT 4 LOT 2 LOT 1BLOCK 1BLOCK 9BLOCK 10BLOCK 11BLOCK 12BLOCK 2 58' ROW 30' FL - FL 9' UTILITY EASEMENT SANITARY SEWER A2 SEE SHEET SS5 SANITARY SEWER A2 SEE SHEET SS5 SANITARY SEWER A1 SEE SHEET SS4 SANITARY SEWER A3 SEE SHEET SS7 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 13+504945.144944.724944.234943.804943.374942.914942.394941.934941.504941.084940.634940.274940.004939.78SSMH A2-1ASTA 13+09.00RIM 4937.8±INV. OUT 4925.01 (W)SSMH A2-1STA 10+00.00RIM 4942.1±INV. IN 4923.77 (W)INV. IN 4923.77 (E)INV. OUT 4923.47 (S)PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 309.00 LF 8" PVC @ 0.40% NORTH SANITARY SEWER A2-1 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP SS6 PLAN AND PROFILESANITARY SEWER A2-120 SSSIRRIRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR WWWWWW WWWW WWW WWSSSSSS SSS SS SS SS SSSSSWSWSW WWWWG G GGGGG G G G G G G G GGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEE E E E EEEEEEEE EEEE EEEEEEEEEEEEEEEEEEEEEVAULTVAULTVAULTEVAULTVAULTEEEEEE E E E EFOHYD XXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUDESERT LARK STREETCRESTED LARK STREETFALCON RIDGE DRIVEWEEPING WILLOW DRIVE LOT 10 LOT 11 LOT 12LOT 7 LOT 8 LOT 9 LOT 1LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 3 LOT 2 LOT 1 TRACT B DE LOT 19 LOT 18 LOT 17 LOT 4 LOT 3 LOT 2LOT 6 LOT 1 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 5 LOT 8 LOT 6 LOT 7 LOT 3 LOT 2 LOT 1 WEEPING WILLOW DRIVEBLOCK 2BLOCK 1BLOCK 9 BLOCK 10 TRACT V DE BLOCK 8BLOCK 7SSMH A3-1 STA 13+70.50 N: 98513.27 E: 203375.37 370.50 LF 8" PVC @ 2.40% SSMH A3 STA 10+00.00 N: 98142.77 E: 203374.75 10+0011+0012+0013+00 STA. 13+61.00STA. 12+98.25STA. 12+39.75STA. 11+81.25STA. 11+22.75STA. 10+62.50STA. 10+66.50STA. 11+25.75STA. 11+85.50STA. 12+45.50STA. 13+05.50STA. 13+65.5059' ROW 30' FL - FL 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+0014+0014+50 4938.664938.564938.954939.424939.894940.354940.824941.284941.754942.224942.684943.154943.614944.084944.544945.01SSMH A3-1STA 13+70.50RIM 4944.9±INV. OUT 4932.03 (S)370.50 L F 8 " P V C @ 2 . 4 0 %SSMH A3STA 10+00.00RIM 4938.7±INV. IN 4923.13 (W)INV. IN 4923.13 (N)INV. OUT 4922.83 (E)36" RCP STORMSTA.= 10+10.00INV.= 4931.73PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE NORTH SANITARY SEWER A3 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP SS7 PLAN AND PROFILESANITARY SEWER A321 WWWWWWWWWWWWWWWWW WW WWWW WWWW WWSSSSSSSSSSSSSS SSS S SS SS SS SSSSSSSWGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGG G GG G G G G G G GGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEE EEEEE EEEEEEEEE EEE EEE EEEEEEE EE EEEEEEEEEVAULTVAULTVAULTEEEVAULTVAULTEVAULTEEE EEEEE E E EEXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUDESERTLARKSTREETDUSKY LARK STREET WEEPING WILLOW DRIVE FALCON RIDGE DRIVEWEEPING WILLOW DRIVE SSMH A4 STA 10+00.00 N: 98143.22 E: 203108.75 209.50 LF 8" PVC @ 1.75% SSMH A4-1 STA 12+09.50 N: 98352.72 E: 203109.10 209.50 LF 8" PVC @ 1.50% SSMH A4-2 STA 14+19.00 N: 98562.22 E: 203109.45 207.54 LF 8" PVC @ 1.00% SSMH A4-3 STA 16+26.54 N: 98571.22 E: 203316.79 STA. 10+65.50STA. 11+24.25STA. 11+82.75STA. 12+41.25STA. 12+99.75STA. 13+55.25STA. 14+12.00STA. 14+19.00STA. 14+41.22 STA. 15+61.10 STA. 15+01.16 STA. 16+21.54 STA. 10+62.50STA. 11+21.25STA. 11+79.75STA. 12+96.75STA. 13+58.50LOT 5 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 4 LOT 3 LOT 2LOT 6 LOT 1 LOT 8 LOT 5 LOT 3 LOT 6 LOT 2 LOT 7 LOT 4 LOT 12LOT 13 LOT 8LOT 9LOT 10LOT 11 LOT 14 LOT 15 LOT 19 LOT 18 LOT 17 LOT 16 BLOCK 1BLOCK 1BLOCK 9 BLOCK 710+0011+0012+0013+0014+0015+0016+0030' FL - FL 59' ROW 30' FL -FL 58' ROW 9' UTILITY EASMENT 9' UTILITY EASEMENTCRESTED LARK STREET4925 4930 4935 4940 4945 4950 4955 4960 4965 4925 4930 4935 4940 4945 4950 4955 4960 4965 13+0014+0015+0016+0017+00 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+004943.964944.334944.694944.984945.064945.594945.964946.324946.694947.024947.204947.184946.984946.634946.254939.784939.574939.954940.324940.684941.054941.414941.784942.144942.514942.874943.24SSMH A4-1STA 12+09.50RIM 4942.3±INV. IN 4928.46 (N)INV. OUT 4928.16 (S)SSMH A4STA 10+00.00RIM 4939.8±INV. IN 4924.50 (W)INV. IN 4924.50 (N)INV. OUT 4924.20 (E)209.50 LF 8 " P V C @ 1 . 7 5 % 209.50 LF 8" P V C @ 1 . 5 0 %SSMH A4-2STA 14+19.00RIM 4944.9±INV. IN 4931.91 (E)INV. OUT 4931.61 (S)207.54 LF 8" PVC @ 1 . 0 0 %SSMH A4-3STA 16+26.54RIM 4947.0±INV. OUT 4933.98 (W)PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 36" RCP STORMSTA.= 10+10.00INV.= 4933.518" PVC WATERSTA.= 13+99.00INV.= 4939.07NORTH SANITARY SEWER A4 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP SS8 PLAN AND PROFILESANITARY SEWER A422 WSSS2WSSS WWSSSS SS SS SS SS SS SS SS SS SSWWWWWWWWWW WW WW WW WW WWUD 2WS2W2WSSSWSS2W G G GGGGGG GGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G GGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGEEEE EEEEEEEEEEEEEEE TVAULTVAULTEEEVAULT VAULTVAULT EEEEEEEEEEEEEEEEEEE E E E E E E EEEEEE EEEEEEEEEEEEEEEEWWSSWWSSWWSSWSHYD CECSDELECBRKREDSDSXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTOAKLEY STREETRED WILLOW DRIVE TULIPWOOD LN DESERT LARK STREETMASKED LARK STREET CRESTED LARK STREET10+0011+0012+0013+00 14+00 15+00 16+00 17+0018+00SSMH AB STA 10+00.00 N: 98141.68 E: 204026.85 129.90 LF 8" PVC @ 0.40% SSMH B2 STA 12+59.40 N: 98141.24 E: 204286.24 173.00 LF 8" PVC @ 0.40% SSMH B3 STA 14+32.40 N: 98314.24 E: 204286.54 258.00 LF 8" PVC @ 0.40% SSMH B1 STA 11+29.90 N: 98141.46 E: 204156.74 LOT 7 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 9 LOT 2 LOT 8 LOT 10LOT 6 LOT 9LOT 7 LOT 3LOT 5 LOT 4 LOT 1LOT 2 TRACT R DELOT 2 LOT 4LOT 3 LOT 6LOT 5 LOT 7LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 BLOCK 13 BLOCK 14 BLOCK 19 BLOCK 15 BLOCK 357' ROW 30' FL - FL 36' FL - FL 63' ROW SANITARY SEWER B1 SEE SHEET SS12 SANITARY SEWER B3 SEE SHEET SS13 SANITARY SEWER B4 SEE SHEET SS10 SANITARY SEWER A SEE SHEET SS1 - SS3 RED WILLOW DRIVE TULIPWOOD LN MASKED LARK STREET 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+5030" RCP STORMSTA.= 10+08.27INV.= 4923.3342" RCP STORMSTA.= 11+92.84INV.= 4926.418" PVC WATERSTA.= 12+28.79INV.= 4928.478" PVC WATERSTA.= 14+22.40INV.= 4930.86SSMH ABSTA 10+00.00RIM 4934.3±INV. IN 4919.63 (W)INV. IN 4919.63 (E)129.90 LF 8" PVC @ 0.40%SSMH B1STA 11+29.90RIM 4934.3±INV. IN 4920.44 (N)INV. IN 4920.44 (E)INV. OUT 4920.14 (W)129.50 LF 8" PVC @ 0.40%SSMH B3STA 14+32.40RIM 4937.0±INV. IN 4922.26 (N)INV. IN 4922.26 (E)INV. OUT 4921.96 (S)SSMH B2STA 12+59.40RIM 4934.2±INV. IN 4921.26 (N)INV. OUT 4920.96 (W)173.00 LF 8" PVC @ 0.40% 258.00 LF 8" PVC @ 0.40%4934.314934.484934.654934.704934.614934.394934.144933.954933.964934.154934.254934.574935.034935.414935.784936.154936.534936.904937.284937.654938.024938.404938.764939.014939.214939.41PROPOSED GROUND EXISTING GROUND PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE NORTH SANITARY SEWER B CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION.MATCHLINESTA16+50STAMATCH LINESEE SHEET16+50SS10( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP SS9 PLAN AND PROFILESANITARY SEWER B23 WSSS2WSSSWWSS SSSSSSSSSWWWWWWWW2WS2WGGGGGGGGGG G G G G G G G GGGG GGGGGGGGGGGGGGGGGGGGGGGGGGEE EEEEE EEEEEEEE T VAULT VAULTEE EVAULTEEEEE E EEEEEEEE E E E E E E E E E E EEE EEEEWWSS WWS S WWSS WWSSHYDCEC S D X X X X X X X X X XSSSSSS SSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTBONSAI LNCRESTED LARK STREETRED WILLOWDRIVE10+0011+00 12+00 STA. 10+69.89STA. 10+92.56STA. 11+42.98STA. 11+74.52STA. 11+65.65STA. 12+16.06STA. 12+38.73SSMH B4 STA 10+00.00 N: 98572.24 E: 204286.97 209.50 LF 8" PVC @ 1.02% SSMH B4-1 STA 12+09.50 N: 98572.59 E: 204077.47 LOT 7LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 9 LOT 10LOT 2 LOT 8 LOT 10 LOT 6 LOT 9 LOT 7 LOT 3 LOT 5 LOT 4 LOT 1 LOT 2 TRACT R DE LOT 2 LOT 4 LOT 3 LOT 6 LOT 5 LOT 7 30' FL - FL BLOCK 3 BLOCK 14BLOCK 15SANITARY SEWER B SEE SHEET SS9 - SS11 SANITARY SEWER B SEE SHEET SS9 - SS11 SANITARY SEWER B3-1 SEE SHEET SS14RED WILLOW DRIVETULIPWOOD LNMASKED LARK STREET58' ROW 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 16+50 17+00 18+00 19+00 19+504940.194941.034941.874939.814940.404940.614940.824941.254941.464941.674941.95SSMH B4STA 16+90.40RIM 4940.1±INV. IN 4923.59 (W)INV. IN 4923.59 (E)INV. OUT 4923.29 (S)411.56 LF 8" PVC @ 0.40% PROPOSED GROUND EXISTING GROUND PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE8" PVC WATERSTA.= 16+80.40INV.= 4934.21WWSSSSSS2WSSSSSS2WSSSSSSSSSSSWWWWW2W2WSWSSS2WSSS2WS2W2W2WGGGGGGGGGGGG G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGE E EEEEEEEEEEE EEEET T VAULT VAULTE EEEEEEEE E E E E E E E E E E E E E EEEEWWSSWWSSWWSSWWSSWWSSWWSSHYDXXXXXXXXXXXX BONSAI LNCRESTED LARK STREET 15+0016+0017+00 18+00 19+00 20+00STA. 17+20.14STA. 17+42.81STA. 17+93.23STA. 18+15.90STA. 18+66.31STA. 18+88.98STA. 19+38.73SSMH B4 STA 16+90.40 N: 98572.24 E: 204286.97 411.56 LF 8" PVC @ 0.40% LOT 7LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 9 LOT 10LOT 2 LOT 3 LOT 5 LOT 4 LOT 1 LOT 2 TRACT R DE LOT 2 LOT 4 LOT 3 LOT 6 LOT 5 LOT 7 TRACT S DE LOT 6 LOT 4 LOT 5 LOT 2 LOT 3 LOT 1 TRACT T DE LOT 2 LOT 4 LOT 3 LOT 6 LOT 5 LOT 7 LOT 11 LOT 13LOT 12 LOT 14 TRACT J AE BLOCK 17LOT 1 30' FL - FL 58' ROW BLOCK 3 BLOCK 14BLOCK 15BLOCK 16BLOCK 17SANITARY SEWER B1 SEE SHEET SS12 SANITARY SEWER B3-1 SEE SHEET SS14 SANITARY SEWER B4 SEE SHEET SS10 TULIPWOOD LNMASKED LARK STREET4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0012+50 4940.114939.904939.694939.484939.274939.064938.854938.644938.43SSMH B4-1STA 12+09.50RIM 4938.4±INV. OUT 4925.73 (E)209.50 LF 8" PVC @ 1 . 0 2 %SSMH B4STA 10+00.00RIM 4940.1±INV. IN 4923.59 (W)INV. IN 4923.59 (E)INV. OUT 4923.29 (S)PROPOSED GROUND EXISTING GROUND PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP NORTH SANITARY SEWER B4 MATCHLINESTA19+50STAMATCH LINESEE SHEET16+50SS9STAMATCH LINESEE SHEET19+50SS11( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SANITARY SEWER B PROFILE SCALE: MATCH LINE STA 16+50 SS10PLAN AND PROFILESANITARY SEWER B & B424 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 19+50 20+00 21+00 22+00 23+00 24+00 25+00 25+50SSMH B5STA 21+01.96RIM 4939.9±INV. IN 4925.53 (E)INV. OUT 4925.23 (W)421.49 LF 8" PVC @ 0.40%SSMH B6STA 25+23.45RIM 4937.3±INV. OUT 4927.23 (W)4941.704941.384941.034940.674940.324939.974939.614939.264938.914938.564938.204937.854937.504937.154936.824936.614936.524936.564936.704936.854937.004937.154937.3024" RCP STORMSTA.= 23+85.55INV.= 4931.7524" HDPE IRRIGATIONSTA.= 23+70.69INV.= 4930.618" PVC WATERSTA.= 20+23.90INV.= 4935.13PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINEG S W IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRRWWSSSSSSSS2W2WS2W2WGGGGGG G G G G G G G G G GGGG GGGGGGGGE E EEEEEEEEEEVAULT VAULT VAULTEEEEEE E E E E E E E E E E E E E EEEEEEE WWSS WWSS WWSS WWSS WWSS W SWS E EE E EELEC ELEC ELEC BRKRE VAULT F.O. FOHYDFESXX X X FOFOFOFOFOFOFOFOFOFOXXXXXXXXXWWWWWWWWXX XCORONA AVENUELINE LNCRESTED LARK STREETCORONA AVETIMBERLINE ROAD20+00 21+00 22+00 23+00 24+00 25+00STA. 19+66.40STA. 20+96.39STA. 21+19.06STA. 21+69.48STA. 21+92.15STA. 22+42.56STA. 22+65.23STA. 23+15.64STA. 23+38.31STA. 24+11.46STA. 24+41.40STA. 24+91.81STA. 25+18.46TRACT T DE LOT 4 LOT 3 LOT 6 LOT 5 LOT 7 LOT 14 LOT 6LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2 TRACT D DE TRACT L DE BLOCK 4 TRACT U DE LOT 4 LOT 5 LOT 2 LOT 3 LOT 1 BLOCK 18BLOCK 17SSMH B5 STA 21+01.96 N: 98571.55 E: 204698.53 421.49 LF 8" PVC @ 0.40% SSMH B6 STA 25+23.45 N: 98570.91 E: 205120.02 BLOCK 17SANITARY SEWER B3-2 SEE SHEET SS14 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP NORTH SANITARY SEWER BMATCHLINESTA19+50STAMATCH LINESEE SHEET19+50SS10( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SS11PLAN AND PROFILESANITARY SEWER B25 WWSSS SS SS SS SS SS SS SS SS SS SWWWWWWWWWWW WWWWWWWWWUD UD UD UD UDGGGGGGGGGGGGGGGG G G GGGGGGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGG GGG EEEEEEEEEEEEEEEEEEEEETVAULTEEEVAULTVAULTVAULTEEEEEEE E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEE E E E E EWWSSWWSSWWSSHYDCEC SDELECBRKREDSDSXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTST DSSSSSSSST OAKLEY STREETRED WILLOW DRIVE MASKED LARK STREET TULIPWOOD LN DESERT LARK STREETCRESTED LARK STREETRED WILLOW DRIVE SSMH B1-1 STA 13+77.50 N: 98518.96 E: 204157.38 377.50 LF 8" PVC @ 1.64% SSMH B1 STA 10+00.00 N: 98141.46 E: 204156.74 10+0011+0012+0013+00 STA. 13+72.50STA. 13+49.50STA. 13+00.50STA. 12+77.50STA. 12+28.50STA. 12+05.50STA. 11+56.50STA. 11+33.50STA. 10+84.50STA. 10+61.50STA. 10+58.50STA. 10+81.50STA. 11+30.50STA. 11+53.50STA. 12+02.50STA. 12+25.50STA. 12+74.50STA. 12+97.50STA. 13+46.50STA. 13+69.5020' 8' UTILITY EASEMENT LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2 LOT 6 LOT 8LOT 10 LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 2 LOT 7 LOT 10LOT 5LOT 4LOT 3LOT 2LOT 1TRACT RDELOT 2LOT 4 LOT 3 LOT 1LOT 6 LOT 5LOT 7 BLOCK 19 BLOCK 19 TRACT C DEBLOCK 3BLOCK 2 LOT 10 BLOCK 8TRACT G DAE TRACT O DE SANITARY SEWER B SEE SHEET SS9 - SS11 SANITARY SEWER B3 SEE SHEET SS13 SANITARY SEWER A SEE SHEET SS1 - SS3 SANITARY SEWER B4 SEE SHEET SS10 SANITARY SEWER B SEE SHEET SS9 - SS11 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+0014+00 4934.344934.574934.774934.924935.134935.434935.794936.194936.574936.954937.364937.724938.114938.534938.884939.2636" RCP STORMSTA.= 10+10.00INV.= 4927.43SSMH B1STA 10+00.00RIM 4934.3±INV. IN 4920.44 (N)INV. IN 4920.44 (E)INV. OUT 4920.14 (W)SSMH B1-1STA 13+77.50RIM 4939.3±INV. OUT 4926.64 (S)377.50 LF 8" P V C @ 1 . 6 4 % PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE NORTH SANITARY SEWER B1 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP SS12PLAN AND PROFILESANITARY SEWER B126 WSSSS2WSSSSSS2WSSSSSSSSSSSSSSSSSSSWWWWWWWWW2W2WSWSSSS2WSSSSSS2WS2W2WS2WW2W2W2WSSSSSSWSS2WW2W2W2WSSSSSSWSSSSSS2W2W2W2WG GG GGGG G G G G G G G G G GGGGGGGGGGGGGGGG GGG G G GGGGGGGGGGGGGGGGGGGGG G G GGGG G G G G G GGGEEEE E EEEE EEEET T T VAULTVAULT VAULTE E E EEEEEEEEE E E E E E E EE XXXXXOAKLEY STREETMASKED LARK STREETTULIPWOOD LNBONSAI LNLINE LNBAMBOO LNCANE LN10+00 11+00 12+00 13+00 14+00 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 2 LOT 6 TRACT R DE LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 TRACT S DE LOT 6 LOT 4 LOT 5 LOT 2 LOT 3 LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 TRACT T DE TRACT U DE LOT 6 LOT 4 LOT 5 LOT 2 LOT 3 TRACT MAELOT 4 LOT 3 LOT 3 LOT 5 LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 1 LOT 2 LOT 1 LOT 2 LOT 5 LOT 4TRACT JAESSMH B3 STA 10+00.00 N: 98314.24 E: 204286.54 136.25 LF 8" PVC @ 0.40% SSMH B3-1 STA 11+36.25 N: 98314.01 E: 204422.79 207.25 LF 8" PVC @ 0.40% SSMH B3-2 STA 13+43.50 N: 98313.66 E: 204630.03 136.26 LF 8" PVC @ 0.40% SSMH B3-3 STA 14+79.76 N: 98313.43 E: 204766.30 63' ROW 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+004937.014936.594936.424936.254936.094935.934935.774935.614935.454935.284935.124934.964934.804934.644934.484934.314934.154933.994933.924933.99136.25 LF 8" PVC @ 0.40%SSMH B3STA 10+00.00RIM 4937.0±INV. IN 4922.26 (N)INV. IN 4922.26 (E)INV. OUT 4921.96 (S)SSMH B3-1STA 11+36.25RIM 4935.9±INV. IN 4923.10 (S)INV. IN 4923.10 (E)INV. IN 4923.10 (N)INV. OUT 4922.80 (W)207.25 LF 8" PVC @ 0.40%SSMH B3-2STA 13+43.50RIM 4934.5±INV. IN 4924.23 (E)INV. IN 4924.23 (N)INV. IN 4924.23 (S)INV. OUT 4923.93 (W)136.26 LF 8" PVC @ 0.40%SSMH B3-3STA 14+79.76RIM 4934.1±INV. OUT 4924.77 (W)30" RCP STORMSTA.= 14+50.69INV.= 4928.528" PVC WATERSTA.= 13+33.50INV.= 4928.628" PVC WATERSTA.= 11+26.25INV.= 4929.97EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE PROPOSED GROUND EXISTING GROUND NORTH SANITARY SEWER B3 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP SS13PLAN AND PROFILESANITARY SEWER B327 WW SSS SSS2WSSS SSS2WSG2W2WSWWSSSSSS2WSSSSSS2WS2W2WS 2W W2W2W 2WS SS SS SWS S2W W2W2W 2WS SS SS SWS SS SS S2W2W 2W2W G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G GGGGGGGGG G G G GGGGGGGGGGGG G G E EEEEEEEEEETTTTVAULTVAULTVAULTVAULTEEEEEEEEEEEEEEEEEEEEEEE EEEEEOAKLEY STREETBONSAI LN LINE LN BAMBOO LN CANE LN CRESTED LARK STREET10+0011+0012+0013+00 LOT 5LOT 4LOT 3LOT 2LOT 1TRACT RDELOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 3LOT 1LOT 2LOT 5TRACT SDELOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT J AE TRACT M AE LOT 4LOT 3LOT 5LOT 1LOT 2LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7TRACT TDELOT 3LOT 1LOT 2LOT 5LOT 4TRACT UDELOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1SSMH B3-1B STA 13+48.00 N: 98178.51 E: 204422.56 135.50 LF 8" PVC @ 0.40% SSMH B3-1 STA 12+12.50 N: 98314.01 E: 204422.79 212.50 LF 8" PVC @ 0.40% SSMH B3-1A STA 10+00.00 N: 98526.51 E: 204423.14 BLOCK 19 BLOCK 18 BLOCK 19 BLOCK 19 BLOCK 22 BLOCK 21 BLOCK 20 BLOCK 19 STA. 13+26.02STA. 13+13.36STA. 12+90.36STA. 12+78.10STA. 11+54.31STA. 11+31.31STA. 11+24.78STA. 10+90.34STA. 10+56.06STA. 10+30.06STA. 10+09.96STA. 10+05.00STA. 10+33.06STA. 10+53.06STA. 10+94.68STA. 11+19.41STA. 11+34.31STA. 11+56.75STA. 12+75.10STA. 12+87.36STA. 13+10.36STA. 13+23.02STA. 13+48.02SANITARY SEWER B3-2 SEE SHEET SS14 SANITARY SEWER B SEE SHEET SS9 - SS11 SANITARY SEWER B3 SEE SHEET SS13 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+0014+00 4940.124939.114938.104937.094936.084935.294934.934934.774934.244934.244934.774934.694934.544934.394934.24PROPOSED GROUND EXISTING GROUND PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE SSMH B3-2ASTA 10+00.00RIM 4940.1±INV. OUT 4925.08 (S)212.50 LF 8" PVC @ 0.40%SSMH B3-2STA 12+12.50RIM 4934.5±INV. IN 4924.23 (E)INV. IN 4924.23 (N)INV. IN 4924.23 (S)INV. OUT 4923.93 (W)135.55 LF 8" PVC @ 0.40%SSMH B3-2BSTA 13+48.05RIM 4934.3±INV. OUT 4924.77 (N)8" PVC WATERSTA.= 12+22.50INV.= 4928.5715" HDPE STORMSTA.= 10+76.50INV.= 4932.584915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+0014+00 4940.784939.904939.084938.154937.274936.594936.274936.114935.584935.584936.304936.184935.864935.554935.24PROPOSED GROUND EXISTING GROUND SSMH B3-1ASTA 10+00.00RIM 4940.8±INV. OUT 4923.95 (S)212.50 LF 8" PVC @ 0.40%SSMH B3-1STA 12+12.50RIM 4935.9±INV. IN 4923.10 (S)INV. IN 4923.10 (E)INV. IN 4923.10 (N)INV. OUT 4922.80 (W)135.50 LF 8" PVC @ 0.40%SSMH B3-1BSTA 13+48.00RIM 4935.3±INV. OUT 4923.64 (N)PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 8" PVC WATERSTA.= 12+22.50INV.= 4929.9415" HDPE STORMSTA.= 10+76.50INV.= 4934.46WW SSS SSS2WSSS SSS2WSG2W2WSWWSSSSSS2WSSSSSS2WS2W2WS 2W W2W2W 2WS SS SS SWS S2W W2W2W 2WS SS SS SWS SS SS S2W2W 2W2W G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G GGGGGGGGG G G G GGGGGGGGGGGG G G E EEEEEEEEEETTTTVAULTVAULTVAULTVAULTEEEEEEEEEEEEEEEEEEEEEEE EEEEEOAKLEY STREETBONSAI LN LINE LN BAMBOO LN CANE LN CRESTED LARK STREET10+0011+0012+0013+00 LOT 5LOT 4LOT 3LOT 2LOT 1TRACT RDELOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 3LOT 1LOT 2LOT 5TRACT SDELOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT J AE TRACT M AE LOT 4LOT 3LOT 5LOT 1LOT 2LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7TRACT TDELOT 3LOT 1LOT 2LOT 5LOT 4TRACT UDELOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1SSMH B3-2B STA 13+48.05 N: 98178.11 E: 204629.81 135.55 LF 8" PVC @ 0.40% SSMH B3-2 STA 12+12.50 N: 98313.66 E: 204630.03 212.50 LF 8" PVC @ 0.40% SSMH B3-2A STA 10+00.00 N: 98526.16 E: 204630.39 BLOCK 19 BLOCK 18 BLOCK 19 BLOCK 19 BLOCK 22 BLOCK 21 BLOCK 20 BLOCK 19 STA. 13+48.05STA. 13+48.05STA. 13+22.89STA. 13+10.61STA. 12+87.61STA. 12+74.97STA. 11+56.75STA. 11+34.31STA. 11+19.41STA. 10+94.68STA. 10+53.06STA. 10+32.52STA. 10+05.00STA. 10+09.96STA. 10+30.06STA. 10+56.06STA. 10+91.68STA. 11+24.78STA. 11+31.31STA. 11+54.31STA. 12+77.97STA. 12+90.61STA. 13+13.61STA. 13+25.89SANITARY SEWER B SEE SHEET SS9 - SS11 SANITARY SEWER B3 SEE SHEET SS13 SANITARY SEWER B3-1 SEE SHEET SS14 NORTH SANITARY SEWER B3-1B ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE 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. 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 SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 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 KEYMAP PROFILE SCALE: SANITARY SEWER B3-2B SS14PLAN AND PROFILESANITARY SEWER B3-1 & B3-228 WWWWWWWWWWWWSSSSSSSSSSSSW W W W W W W WWWWWWWWWWWS S S S S S S SSSSSSSSSSG GGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G GGGGGGG G GEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE EEEEEEEEEEEEVAULTVAULTEEEEEE VAULTE E E E EHYDLIDEEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX10+00 11+00 12+00 13+00 14+00 15+00 16+00 110.05 LF 8" PVC S00° 16' 28.31"E 565.29 LF 8" PVC S00° 16' 28.31"E STA. 15+72.78 8"x8" TEE w/ TB 8" GV (N,E) N:98133.6776 E:202835.5839 STA. 16+91.71 8"x6" SWIVEL TEE w/ TB FH ASSEMBLY 6" GV (W) N:98014.7522 E:202836.1537 STA. 16+95.75 8" END CAP N:98010.7121 E:202836.1731DESERT LARK STREETGOLDEN WILLOW DRIVE STA. 10+07.49 11.25° BEND w/ TB N:98698.9647 E:202832.8753 STA. 10+00.00 CONNECT TO EXISTING WATERLINE WITH 11.25° BEND w/ TB 8" GV (N) N:98706.2989 E:202831.3799FALCON RIDGE DRIVEGOLDEN WILLOW DRIVE 59' ROW 30' FL - FL 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 5 LOT 7LOT 5LOT 4 LOT 6LOT 3 LOT 8LOT 9LOT 10LOT 11LOT 12 LOT 14 LOT 1 LOT 2 LOT 13 LOT 4 LOT 4 LOT 6LOT 5LOT 2 LOT 3LOT 1LOT 1 LOT 6LOT 2 LOT 3 LOT 5 LOT 1 LOT 3 LOT 2 TRACT E DAE BLOCK 1 BLOCK 6 BLOCK 7LOT 15 STA. 10+50.50STA. 10+20.58STA. 12+29.59STA. 12+41.59STA. 13+58.59STA. 13+46.59STA. 14+63.59STA. 14+75.59STA. 10+62.50STA. 11+64.42STA. 11+76.42STA. 12+78.35STA. 12+90.35STA. 14+04.27STA. 14+16.27STA. 15+18.19STA. 15+30.19STA. 16+32.12STA. 16+44.12WATERLINE B SEE SHEET WT2 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 8" PVC 8" PVC 8" PVC 8" PVC STA. 16+82.838"x6" SWIVEL TEE w/ TBFH ASSEMBLY6" GV (W)T.O.P.=4936.95STA. 15+72.788"x8" TEE w/ TB8" GV (N,E)T.O.P.=4936.31STA. 10+00.00CONNECTTO EXISTINGWATERLINE WITH11.25° BEND w/ TB8" GV (N)T.O.P.=4945.72STA. 10+07.4911.25° BEND w/ TBT.O.P.=4945.65STA. 16+95.758" END CAPT.O.P.=4937.0340.0' DEF.STA. 10+65.05T.O.P.=4945.11STA. 11+05.07T.O.P.=4944.37(@ 0.5°) 60.0' DEF.STA. 12+75.61T.O.P.=4939.63STA. 13+35.61T.O.P.=4938.51(@ 0.3°)4945.724945.484945.254944.994944.504943.824943.124942.434941.734941.044940.354939.654939.054938.634938.364938.124937.874937.624937.384937.134936.884936.634936.394936.324936.474936.624936.764936.914937.054937.20TOP OF PIPE PROPOSED GROUND PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 5' MIN. 10 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 15+67.78END MECH. RESTRAINTSTA: 15+77.7880 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 16+08.32END MECH. RESTRAINTSTA: 16+88.32EXISTING 8" PVC WATERLINE 13 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 9+97.00END MECH. RESTRAINTSTA: 10+10.49KEYMAP NORTH WATERLINE A CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. WT1 PLAN AND PROFILEWATERLINE A29 WWWWWWSSSSSSIRRIRRIRRIRRIRRIRRIRRIRRWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSWSWSWGGGGG G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGG G G E EE EEEEE EEE EEEEEE EEEEEEEEEEEE E EEEEEEEEEE EEEEEEEEE EE VAULT VAULTVAULTE VAULTEEE E EEE EE LID EE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU DESERT LARK STREETGOLDEN WILLOW DRIVEDUSKY LARK STREETWEEPING WILLOW DRIVEDESERT LARK STREET10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 286.00 LF 8" PVC S89° 54' 13.44"E 248.50 LF 8" PVC S89° 54' 13.44"ESTA. 10+00.00 8"x8" TEE w/ RJ 8" GV (N,E) N:98133.68 E:202835.58 STA. 12+63.15 8"x8" TEE w/ RJ 8" GV (N,E) N:98133.24 E:203098.73 STA. 15+49.15 8"x8" CROSS 8" GV (N,E,W) N:98132.75 E:203384.73 LOT 4 LOT 6 LOT 5 LOT 3 LOT 1 LOT 1LOT 7 LOT 8 LOT 12 LOT 1LOT 4 LOT 2 LOT 8LOT 5LOT 1 LOT 3 LOT 6LOT 2 LOT 7 LOT 6 LOT 9 LOT 2 LOT 11 LOT 2 DESERT LARK STREET LOT 2 LOT 1 LOT 10 LOT 3 LOT 5 LOT 10 LOT 3 BLOCK 1BLOCK 9BLOCK 1058' ROW 30' FL - FL 9' UTILIITY EASEMENT STA. 11+01.23STA. 11+13.23STA. 12+11.65STA. 12+23.65STA. 13+21.65STA. 13+33.65STA. 14+31.65STA. 14+43.65STA. 16+24.65STA. 16+36.65BLOCK 7BLOCK 6BLOCK 8 WATERLINE A SEE SHEET WT1 WATERLINE A SEE SHEET WT1 WATERLINE C SEE SHEET WT5 - WT8 WATERLINE D SEE SHEET WT9 WATERLINE D SEE SHEET WT9 263.15 LF 8" PVC S89° 54' 13.44"E 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+504936.334935.684935.044934.384933.724931.614933.694936.174936.014935.844935.524935.364935.204934.874934.714934.554934.224934.054933.894933.564933.394933.224933.424933.514933.604933.788" PVC 8" PVC 8" PVC STA. 15+04.945° VERT. BEND w/ RJT.O.P.=4931.61STA. 14+84.945° VERT. BEND w/ RJT.O.P.=4931.61STA. 15+06.745° VERT. BEND w/ RJT.O.P.=4933.35STA. 14+83.445° VERT. BEND w/ RJT.O.P.=4933.17STA. 16+28.50.8° DEFLECTIONT.O.P.=4933.79STA. 15+49.158"x8" CROSS8" GV (N,E,W)T.O.P.=4933.50STA. 10+00.008"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4936.33STA. 12+63.158"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4934.6324" RCP STORMSTA.= 14+94.94INV.= 4933.368" PVC SANITARYSTA.= 10+10.00T.O.P.= 4929.50EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE TOP OF PIPE PROPOSED GROUND 80 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+80.0010 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 12+58.15END MECH. RESTRAINTSTA: 12+68.1510 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 15+44.15END MECH. RESTRAINTSTA: 15+54.155' MIN. 18" MIN. 63 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 14+63.38END MECH. RESTRAINTSTA: 15+26.67KEYMAP NORTH WATERLINE B MATCHLINESTA16+50STAMATCH LINESEE SHEET16+50WT3( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV WT2 PLAN AND PROFILEWATERLINE B30 GGGGSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWSSSIRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUDUD SSSSSWSSWWWWWWWWSGGG GGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G GGGGEEEEEEEEEEE EEEE E E EEEEEEEEEEVAULTE EEEVAULTEEE VAULT EEVAULTEEEEEE E E E E E E E E E E ED S D SELEC BRKRE XXXXXXXXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSSSS SSSTSTSTSTSTSTSTSTSTST ST STHORNED LARK STREETRED WILLOW DRIVELACEBARK LNTULIPWOOD LNDESERT LARK STREET17+00 18+00 19+00 20+00 21+00 22+00 23+00246.12 LF 8" PVC S89° 54' 13.44"E 228.77 LF 8" PVC S89° 54' 13.44"E STA. 17+97.65 8"x8" TEE w/ RJ 8" GV (N,E) N:98132.34 E:203633.23 STA. 19+35.15 8"x8" TEE w/ RJ 8" GV (N,E) N:98132.11 E:203770.73 STA. 21+81.27 8"x8" CROSS 8" GV (N,E,W) N:98131.69 E:204016.85 LOT 12 LOT 1 LOT 10 LOT 2 LOT 9 LOT 1 LOT 2 LOT 7LOT 4LOT 3 LOT 5 LOT 6 LOT 10 LOT 2 LOT 8 LOT 9 LOT 11 LOT 3 LOT 8 LOT 4 LOT 7 TRACT G DAE DESERT LARK STREET BLOCK 10LOT 10 LOT 6LOT 5 LOT 6 LOT 5 LOT 6 LOT 3 LOT 4 LOT 5 STA. 16+36.65STA. 17+54.65STA. 17+66.65STA. 18+64.65STA. 18+76.65STA. 19+74.65STA. 19+86.65STA. 20+84.65STA. 20+96.65BLOCK 11BLOCK 8 58' ROW 30' FL - FL 9' UTILITY EASEMENT 9' UTILITY EASEMENT BLOCK 8 BLOCK 13WATERLINE E SEE SHEET WT10 WATERLINE F SEE SHEET WT11 WATERLINE G SEE SHEET WT12 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 16+50 17+00 18+00 19+00 20+00 21+00 22+00 22+504933.094932.104931.124930.114929.124929.174933.334932.844932.594932.354931.864931.614931.364930.874930.624930.374929.864929.614929.364928.994927.674929.034929.318" PVC 8" PVC 8" PVC STA. 21+38.345° VERT. BEND w/ RJT.O.P.=4927.67STA. 21+50.845° VERT. BEND w/ RJT.O.P.=4927.67STA. 20+97.40.3° DEFLECTIONT.O.P.=4929.14STA. 21+37.145° VERT. BEND w/ RJT.O.P.=4928.92STA. 21+52.145° VERT. BEND w/ RJT.O.P.=4928.90STA. 17+97.658"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4932.12STA. 21+81.278"x8" CROSS8" GV (N,E,W)T.O.P.=4929.06STA. 18+70.54<edit>° BENDT.O.P.=4931.41STA. 19+35.15<edit>° BENDT.O.P.=4930.77EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE TOP OF PIPE PROPOSED GROUND 24" RCP STORMSTA.= 21+44.58INV.= 4929.41EXISTING12" PVC SANITARYSTA.= 21+91.27T.O.P.= 4920.25EXISTING30" RCP STORMSTA.= 21+99.53T.O.P.= 4926.0710 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 17+92.65END MECH. RESTRAINTSTA: 18+02.655' MIN. 10 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 19+30.15END MECH. RESTRAINTSTA: 19+40.1524" HDPE STORMSTA.= 16+86.72T.O.P.= 4928.9218" MIN. 69 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 21+17.09END MECH. RESTRAINTSTA: 21+86.2718" MIN. 18" MIN. KEYMAP NORTH WATERLINE BMATCHLINESTA16+50STAMATCH LINESEE SHEET16+50WT2STAMATCH LINESEE SHEET22+50WT4( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTVMATCHLINESTA22+50WT3 PLAN AND PROFILEWATERLINE B31 WW SSS SSS2WSSS SSS2WSWWSSSS SS SS SS SS SS SS SS SS SSWWWWWWWWWW WW WW WW WW WW 2W2WS2W W2W2W 2WS SS SS SWS SS S2W2W G G GGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGEEEE EE E EEEEEEEEEEEEEETVAULTVAULTVAULTEEEVAULT VAULTVAULT EEEEEEEEEEEEEEE E E E E E E EEEEEE EEEEEEEEEEEEEEEWWSSWWSSWWSSWWSSWSECELECBRKREDSXXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSTSTSTSSFALCON RIDGE DRIVEMASKED LARK STREET TULIPWOOD LN BONSAI LNBAMBOO LNDESERT LARK STREETCRESTED LARK STREET23+0024+0025+00 26+00 27+00 28+0043.28 LF 8" PVCN 4 5 ° 0 5 ' 4 6 . 5 6 " E 142.39 LF 8" PVC N00° 05' 46.56"ESTA. 24+10.04 45° BEND w/ RJ N:98131.3085 E:204245.6213 STA. 24+53.32 45° BEND w/ RJ N:98161.8637 E:204276.2792 STA. 25+95.72 8"x8" TEE w/ RJ 8" GV (N,E) N:98304.26 E:204276.52 STA. 28+53.72 8"x8" TEE w/ RJ 8" GV (S,E) N:98562.26 E:204276.95 LOT 1 LOT 2 LOT 10 LOT 9 TRACT RDELOT 2 LOT 4LOT 3LOT 1 LOT 6LOT 5 LOT 7LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 6LOT 8 LOT 7 LOT 3LOT 5 LOT 4 LOT 1LOT 2 LOT 7 LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 9 LOT 10 258.00 LF 8" PVC N00° 05' 46.56"E LOT 6LOT 3 LOT 4 LOT 5 STA. 24+98.22STA. 25+10.22STA. 25+70.22STA. 25+82.22STA. 26+42.22STA. 26+54.22STA. 27+26.22STA. 27+14.22STA. 27+98.22STA. 27+86.2236' FL - FL 63' ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 9LOT 7 LOT 8 LOT 10 TRACT O DE BLOCK 15BLOCK 19 BLOCK 14 BLOCK 13 LOT 1 LOT 2 LOT 11 BLOCK 3WATERLINE C SEE SHEET WT5 - WT8 WATERLINE C SEE SHEET WT5 - WT8 WATERLINE H SEE SHEET WT13 WATERLINE I SEE SHEET WT14 - WT15 WATERLINE I SEE SHEET WT14 - WT15 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+004929.234926.704930.224931.644932.884934.124929.394929.084928.924928.764929.154929.514929.864930.584930.934931.294931.954932.264932.574933.194933.504933.814934.434934.74STA. 23+82.345° VERT. BEND w/ RJT.O.P.=4923.86STA. 23+97.245° VERT. BEND w/ RJT.O.P.=4923.86STA. 24+02.145° VERT. BEND w/ RJT.O.P.=4928.82STA. 23+77.445° VERT. BEND w/ RJT.O.P.=4928.75STA. 22+58.10.7° DEFLECTIONT.O.P.=4929.49STA. 24+53.3245° BEND w/ RJT.O.P.=4929.55STA. 24+10.0445° BEND w/ RJT.O.P.=4928.94STA. 25+95.728"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4931.59STA. 28+53.728"x8" TEE w/ RJ8" GV (S,E)T.O.P.=4934.7942" RCP STORMSTA.= 23+89.74INV.= 4926.178" PVC SANITARYSTA.= 24+24.18T.O.P.= 4921.538" PVC SANITARYSTA.= 28+63.72T.O.P.= 4924.38EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE TOP OF PIPE PROPOSED GROUND 126 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 23+37.22END MECH. RESTRAINTSTA: 24+63.3210 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 25+90.72END MECH. RESTRAINTSTA: 26+00.7280 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 27+73.72END MECH. RESTRAINTSTA: 28+53.725' MIN. 18" MIN. KEYMAP NORTH WATERLINE B MATCH LINE STA 22+50 STAMATCH LINESEE SHEET22+50WT3( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV WT4 PLAN AND PROFILEWATERLINE B32 WWWWWWWWWWWWWWWWWWW WW WWWW WWWW WWSSSSSSSSSSSSSSS SSS S SS SS SS SSSSSSSWGGGGGGGGGGGGGGGGGGGGGG G GG G G G G G G GGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEE EE E EEEEEEEEE EEE EEE EEEEEEEEEEEVAULTVAULTVAULTEEEVAULTEEE EEEEXXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUFALCON RIDGE DRIVEDESERT LARK STREETDUSKY LARK STREET28.91 LF 8" PVC N43° 48' 17.12"E 178.04 LF 8" PVC N00° 05' 46.56"E 220.50 LF 8" PVC N00° 05' 46.56"E STA. 12+63.15 8"x8" TEE w/ RJ 8" GV (N,E) N:98133.24 E:203098.73 STA. 12+63.15 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 8" GV (S) 6" GV (W) N:98353.74 E:203099.10 STA. 12+63.15 45° BEND w/ RJ N:98531.7736 E:203099.3991 STA. 12+83.13 45° BEND w/ RJ N:98552.6414 E:203119.4139 LOT 19 LOT 18 LOT 17 LOT 16 LOT 14 LOT 15 LOT 11LOT 12LOT 13 10+0011+0012+0013+0014+0015+0016+00LOT 7LOT 5LOT 4 LOT 6LOT 3LOT 1 LOT 2TRACT Q OPEN SPACE LOT 8LOT 9LOT 10 LOT 8 LOT 5 LOT 3 LOT 6 LOT 2 LOT 7 LOT 4 LOT 4 LOT 3 LOT 2LOT 5 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 1 BLOCK 7TRACT ASTA. 10+50.50STA. 11+56.00STA. 11+68.00STA. 12+73.00STA. 12+85.00STA. 14+54.63STA. 10+97.50STA. 11+09.50STA. 12+14.50STA. 12+26.50STA. 13+31.50STA. 13+43.50STA. 14+01.27STA. 14+29.07 STA. 14+63.52 STA. 14+75.41 BLOCK 9 BLOCK 1BLOCK 1 WATERLINE B SEE SHEET WT2 - WT4 WATERLINE B SEE SHEET WT2 - WT4 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+0014+0015+00 4934.634935.504936.864938.214939.564931.754934.824935.164935.844936.184936.524937.194937.534937.874938.554938.894939.234939.904940.294940.68STA. 10+29.645° VERT. BEND w/ RJT.O.P.=4934.55STA. 10+26.845° VERT. BEND w/ RJT.O.P.=4931.75STA. 10+10.345° VERT. BEND w/ RJT.O.P.=4934.65STA. 10+13.245° VERT. BEND w/ RJT.O.P.=4931.758" PVC 36" RCP STORMSTA.= 10+20.00INV.= 4933.58TOP OF PIPE PROPOSED GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 5' MIN. 80 FT OF MECH RESTRAINT END MECH. RESTRAINTSTA: 10+80.00BEGIN MECH. RESTRAINTSTA: 10+00.0049 FT OF MECH RESTRAINT END MECH. RESTRAINTSTA: 14+37.45BEGIN MECH. RESTRAINTSTA: 13+88.54STA. 14+27.4545° BEND w/ RJT.O.P.=4939.94STA. 13+98.5445° BEND w/ RJT.O.P.=4939.54STA. 10+00.008"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4934.63STA. 12+20.508"x6" SWIVEL TEE w/ RJFH ASSEMBLY8" GV (S)6" GV (W)T.O.P.=4937.1310 FT OF MECH RESTRAINT END MECH. RESTRAINTSTA: 12+25.50BEGIN MECH. RESTRAINTSTA: 12+15.5018" MIN.8" PVC SANITARYSTA.= 14+13.01T.O.P.= 4931.998" PVC SANITARYSTA.= 10+10.00T.O.P.= 4925.34KEYMAP NORTH WATERLINE C MATCH LINE STA 15+00 STAMATCH LINESEE SHEET15+00WT6( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV WT5 PLAN AND PROFILEWATERLINE C33 WEEPINGWILLOW DRIVEGGGGGS S S S S S S S SSSSSSSSSSSSWWWWWWWWWWWWWWSSSIRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRWWWWWWWWWWW WWWWWWWWSSSSSSSSSSSSS S S S S S SW WWWWWWWWGG G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGG G G G GGGGGGGGGGGGG GGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEE EE EE EEEE EEE EEE EE E E E EEEEEVAULTEEVAULTE VAULTEEVAULT VAULT VAULT EE EE EEEEEFOHYDXXXXXXXX X X X XXXXXXXXXX WEEPING WILLOW DRIVEHORNED LARK STREETLACEBARK LNCRESTED LARK STREET 241.03 LF 8" PVC N87° 30' 47.69"E 25.24 LF 8" PVC N88° 30' 47.69"E 248.50 LF 8" PVC S89° 54' 13.44"E STA. 16+68.49 1° HORIZ. DEFLECTION N:98563.0995 E:203360.2211 STA. 16+93.73 8"x8" CROSS 8" GV (N,E,S,W) N:98563.75 E:203385.45 STA. 19+42.23 8"x8" TEE w/ RJ 8" GV (S,E) N:98563.34 E:203633.95 STA. 20+79.73 8"x8" TEE w/ RJ 8" GV (S,E) N:98563.11 E:203771.45 LOT 8 LOT 3 LOT 5 LOT 4 LOT 2 LOT 19LOT 18LOT 17LOT 16 LOT 14 LOT 15 LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2 TRACT BDELOT 1 LOT 11 LOT 12 LOT 13 12+0013+0014+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 LOT 4 LOT 6 LOT 5 LOT 7 LOT 8 LOT 9 BLOCK 9BLOCK 1BLOCK 1 LOT 6 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 6 LOT 7 LOT 8 LOT 10 BLOCK 2 BLOCK 10BLOCK 1158' ROW 30' FL - FL 9' UTILITY EASEMENTSTA. 15+83.32STA. 15+95.33STA. 17+69.23STA. 17+81.23STA. 18+99.23STA. 19+11.23STA. 20+09.23STA. 20+21.23STA. 21+19.23STA. 21+31.23WATERLINE D SEE SHEET WT9 WATERLINE E SEE SHEET WT10 WATERLINE F SEE SHEET WT11 WATERLINE D SEE SHEET WT9 STA. 19+87.19 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 8" GV (E) 6" GV (S) N:98563.26 E:203678.91 LOT 9 DUSKY LARK STREETTRACT A 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+504941.474941.764941.904941.884941.704941.374941.004940.634940.264940.044939.844939.644939.444938.624938.024937.674937.314936.964936.614936.254935.904935.544935.194934.844934.488" PVC 8" PVC 8" PVC 8" PVC 8" PV C STA. 17+28.20.4° DEFLECTIONT.O.P.=4940.21STA. 18+26.71.5° DEFLECTIONT.O.P.=4939.43STA. 18+62.01.2° DEFLECTIONT.O.P.=4938.20STA. 16+68.491° HORIZ. DEFLECTIONT.O.P.=4941.09STA. 16+93.738"x8" CROSS8" GV (N,E,S,W)T.O.P.=4940.72STA. 19+42.238"x8" TEE w/ RJ8" GV (S,E)T.O.P.=4937.07STA. 19+87.198"x6" SWIVEL TEE w/ RJFH ASSEMBLY8" GV (E)6" GV (S)T.O.P.=4936.43STA. 20+79.738"x8" TEE w/ RJ8" GV (S,E)T.O.P.=4935.12120.0' DEF.STA. 15+22.10T.O.P.=4941.42STA. 16+42.10T.O.P.=4941.48(@ 0.3°)8" PVC SANITARYSTA.= 19+52.23T.O.P.= 4924.1224" HDPE IRRIGATIONSTA.: 18+26.67T.O.P.= 4937.25TOP OF PIPE PROPOSED GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 10 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 19+37.23END MECH. RESTRAINTSTA: 19+47.2310 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 20+74.73END MECH. RESTRAINTSTA: 20+84.7318" MIN. KEYMAP NORTH WATERLINE CMATCHLINESTA15+00STAMATCH LINESEE SHEET15+00WT5STAMATCH LINESEE SHEET21+50WT7( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTVMATCHLINESTA21+50WT6 PLAN AND PROFILEWATERLINE C34 WWSSSSSS2WSSSSSS2WSGWWSSSSS SSSSSSSSSSWWWWWWWW2W2WSWWSSSSSS2WSSSSSS2WS2W2WSWWWW 2W2W2W2WGGGGGGGGGGGGGGGGG G G G G G G G G G G G GGG G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEE E E EEEEEEEEEEE EEEEEEEE VAULT E E T T VAULT VAULTE EEVAULTEEEEE E E E EEEEEEEE E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEWWSSWWSSWWSSWWSSWWSSWWSSHYDCEC S D HY DX X X X X X X X X X X X X X X X X XSSSS SSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTRED WILLOWDRIVECORONA AVERED WILLOW DRIVEMASKED LARK STREETCORONA AVENUETULIPWOOD LNBONSAI LNLINE LN244.50 LF 8" PVC S89° 54' 13.44"E 261.00 LF 8" PVC S89° 54' 13.44"E 136.25 LF 8" PVC S89° 54' 13.44"E 207.25 LF 8" PVC S89° 54' 13.44"E STA. 23+24.23 8"x8" CROSS 8" GV (E,S,W) N:98562.70 E:204015.95 STA. 25+85.23 8"x8" TEE w/ RJ 8" GV (S,E) N:98562.26 E:204276.95 STA. 27+21.48 8"x8" TEE w/ RJ 8" GV (S,E) N:98562.03 E:204413.20 LOT 2 LOT 4 LOT 3 LOT 6 LOT 5 LOT 7 TRACT T DE LOT 14LOT 10LOT 8 LOT 9 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 11LOT 8 LOT 9 LOT 10 LOT 13LOT 12LOT 2 LOT 7 LOT 8 LOT 10 LOT 3 LOT 5 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 7 TRACT R DE TRACT S DE LOT 2 LOT 4 LOT 3 LOT 6 LOT 5 LOT 7 LOT 6 LOT 4 LOT 5 LOT 2 LOT 3 LOT 1 30' FL - FL 58' ROW 9' UTILITY EASEMENT LOT 3 LOT 5 LOT 4 LOT 2 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00STA. 22+29.23STA. 22+41.23STA. 23+95.72STA. 24+38.39STA. 24+68.81STA. 25+11.48STA. 25+41.89STA. 25+64.39STA. 26+14.97STA. 26+57.64STA. 26+88.06STA. 27+30.73STA. 27+61.14STA. 28+03.81STA. 28+33.56STA. 28+76.23WATERLINE I SEE SHEET WT14 - WT15 WATERLINE I SEE SHEET WT14 - WT15 WATERLINE I SEE SHEET WT14 - WT15 WATERLINE G SEE SHEET WT12 BLOCK 3 TRACT C DE 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 21+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+004933.424928.864933.244934.084935.754935.884933.774933.074932.714932.364932.624933.044933.454933.664933.874934.294934.504934.704935.124935.334935.544935.924935.914935.894935.864935.854935.838" PVC 8" PVC 8" PVC STA. 22+79.645° VERT. BEND w/ RJT.O.P.=4928.41STA. 22+99.645° VERT. BEND w/ RJT.O.P.=4928.41STA. 23+03.645° VERT. BEND w/ RJT.O.P.=4932.44STA. 22+75.645° VERT. BEND w/ RJT.O.P.=4932.35STA. 23+24.238"x8" CROSS8" GV (E,S,W)T.O.P.=4932.61STA. 25+85.238"x8" TEE w/ RJ8" GV (S,E)T.O.P.=4934.79STA. 27+21.488"x8" TEE w/ RJ8" GV (S,E)T.O.P.=4935.9330" RCP STORMSTA.= 23+44.65T.O.P.= 4928.2112" PVC SANITARYSTA.= 23+34.23T.O.P.= 4922.138" PVC SANITARYSTA.= 25+95.23T.O.P.= 4923.94TOP OF PIPE PROPOSED GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 10 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 25+80.23END MECH. RESTRAINTSTA: 25+90.2310 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 27+16.48END MECH. RESTRAINTSTA: 27+26.485' MIN. 18" MIN.24" RCP STORMSTA.= 22+89.56INV.= 4930.16KEYMAP NORTH WATERLINE CMATCHLINESTA21+50STAMATCH LINESEE SHEET21+50WT6STAMATCH LINESEE SHEET29+00WT8( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTVMATCHLINESTA29+00WT7 PLAN AND PROFILEWATERLINE C35 GS W IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRRWWSSSSSS2WSSSSS2WS2W2WS2W2WGGGGG G G G G G G G G G GGG GGGGGGGGGGE EEEEEEEEEEVAULT VAULT VAULTEEEEEE E E E E E E E E E E E E E EEEEEEE WWSS WWSS WWSS WWSS WWSS W SWS EEE E EELEC ELEC ELEC BRKRE VAULT F.O. FOHYDFESXX X X FOFOFOFOFOFOFOFOFOFOXXXXXXXXXWWWWWWWWXX XCORONA AVETIMBERLINE ROADCORONA AVENUELINE LNCRESTED LARK STREET207.25 LF 8" PVC S89° 54' 13.44"E 403.71 LF 8" PVC S89° 54' 13.44"E 210.17 LF 8" PVC S89° 54' 13.44"E STA. 29+28.73 8"x8" CROSS 8" GV (E,S,W) N:98561.68 E:204620.45 STA. 33+32.44 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 8" GV (W) 6" GV (S) N:98561.00 E:205024.17 STA. 35+42.61 CONNECT TO EXISTING 16" DIP WATERLINE w/ TAPPING SLEEVE & T.B. 8" GV (W) N:98560.65 E:205234.34 TRACT D DE LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2 LOT 6 TRACT U DE LOT 6 LOT 4 LOT 5 LOT 2 LOT 3 LOT 1 LOT 2 LOT 4 LOT 3 LOT 6 LOT 5 LOT 7 TRACT T DE LOT 14 BLOCK 4 29+00 30+00 31+00 32+00 33+00 34+00 35+00STA. 29+91.22STA. 30+33.89STA. 30+64.31STA. 31+06.98STA. 31+37.39STA. 31+80.06STA. 32+10.47STA. 32+53.14STA. 33+13.56STA. 33+56.23STA. 33+86.64STA. 34+40.6958' ROW 30' FL - FL 9' UTILITY EASEMENT WATERLINE I SEE SHEET WT14 - WT15 WATERLINE I SEE SHEET WT14 - WT15 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+004934.804933.404931.994930.854931.914932.554935.804935.504935.154934.454934.104933.754933.054932.704932.354931.614931.154928.904931.154931.444931.734932.074932.234932.394932.718" PVC 8" PVC 8" PVC 8" PVC STA. 32+69.445° VERT. BEND w/ RJT.O.P.=4928.90STA. 32+81.745° VERT. BEND w/ RJT.O.P.=4928.90STA. 32+83.445° VERT. BEND w/ RJT.O.P.=4930.66STA. 32+17.50.3° DEFLECTIONT.O.P.=4931.75STA. 32+67.445° VERT. BEND w/ RJT.O.P.=4930.82STA. 33+78.60.3° DEFLECTIONT.O.P.=4931.77STA. 29+28.738"x8" CROSS8" GV (E,S,W)T.O.P.=4935.80STA. 33+32.448"x6" SWIVEL TEE w/ RJFH ASSEMBLY8" GV (W)6" GV (S)T.O.P.=4931.23STA. 35+42.61CONNECT TO EXISTING16" DIP WATERLINEw/ TAPPING SLEEVE & T.B.8" GV (W)T.O.P.=4932.8224" RCP STORMSTA.= 32+90.38INV.= 4931.7024" HDPE IRRIGATIONSTA.= 32+75.52INV.= 4930.56TOP OF PIPE PROPOSED GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 18" MIN. 5' MIN. 80 FT OF MECH RESTRAINT END MECH. RESTRAINTSTA: 34+62.61BEGIN MECH. RESTRAINTSTA: 35+42.6192 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 32+45.24END MECH. RESTRAINTSTA: 33+37.44KEYMAP NORTH WATERLINE C CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION.MATCHLINESTA29+00STAMATCH LINESEE SHEET29+00WT7( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. WT8 PLAN AND PROFILEWATERLINE C36 SSSIRRIRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR WWWWWWW WWWW WWW WWSSSSSS SSS SS SS SS SSSSSWSWSWWW G G GGGGG G G G G G G G GGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEE E E E EEEEEEEE EEEE EEEEEEEEEEEEEEEVAULTVAULTVAULTEVAULTVAULTEEEEEE E E E EFOHYD XXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUFALCON RIDGE DRIVEWEEPING WILLOW DRIVE WEEPING WILLOW DRIVE DESERT LARK STREETCRESTED LARK STREETSTA. 11+41.71 8"x8" CROSS 8" GV (N,E,S,W) N:98563.75 E:203385.45 STA. 15+72.71 8"x8" CROSS 8" GV (N,E,W) N:98132.75 E:203384.73 STA. 10+03.41 11.25° BEND w/ RJ N:98702.06 E:203385.69 STA. 10+00.00 CONNECT TO EXISTING 8" WATERLINE w/ 11.25° BEND w/ RJ 8" GV (N) N:98705.40 E:203386.36 138.30 LF 8" PVC S00° 05' 46.56"W 431.00 LF 8" PVC S00° 05' 46.56"W 108.55 LF 8" PVC S00° 06' 02.52"W 3.41 LF 8" PVC S11° 20' 46.56"W 14.08 LF 8" PVC S00° 03' 43.52"W 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STA. 16+90.34 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 8" GV (S) 6" GV (E) N:98015.12 E:203384.53 LOT 3 LOT 3LOT 10 LOT 11 LOT 12LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 1LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 1 LOT 2 LOT 19 LOT 18 LOT 17 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 1LOT 5 LOT 4 LOT 3 LOT 2LOT 6 LOT 8 LOT 6 LOT 7 TRACT B DE TRACT V DE BLOCK 9 BLOCK 10 BLOCK 1BLOCK 7BLOCK 8BLOCK 230' FL - FL 59' ROW 9' UTILITY EASEMENT STA. 11+75.21STA. 12+86.21STA. 12+98.21STA. 13+96.21STA. 14+08.21STA. 15+13.44STA. 14+75.21STA. 14+63.21STA. 13+58.21STA. 13+46.21STA. 12+41.21STA. 12+29.21STA. 16+95.34 8" END CAP N:98010.12 E:203384.52 WATERLINE C SEE SHEET WT5 - WT8 WATERLINE C SEE SHEET WT5 - WT8 WATERLINE B SEE SHEET WT2 - WT4 WATERLINE B SEE SHEET WT2 - WT4 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 14+00 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 14+00 15+00 16+00 17+00 17+50 8" PVC 8" PVCSTA. 11+41.718"x8" CROSS8" GV (N,E,S,W)T.O.P.=4940.75STA. 10+00.00CONNECT TO EXISTING8" WATERLINEw/ 11.25° BEND w/ RJ8" GV (N)T.O.P.=4941.16STA. 10+03.4111.25° BEND w/ RJT.O.P.=4941.158" PVC 8" PVC STA. 15+42.745° VERT. BEND w/ RJT.O.P.=4929.86STA. 15+62.745° VERT. BEND w/ RJT.O.P.=4929.86STA. 15+66.345° VERT. BEND w/ RJT.O.P.=4933.49STA. 15+39.245° VERT. BEND w/ RJT.O.P.=4933.34STA. 15+72.718"x8" CROSS8" GV (N,E,W)T.O.P.=4933.51STA. 16+81.268"x6" SWIVEL TEE w/ RJFH ASSEMBLY8" GV (S)6" GV (E)T.O.P.=4933.86STA. 16+95.348" END CAPT.O.P.=4933.914941.164941.094941.024940.944940.874940.804940.604940.134939.664939.204938.734938.264937.804937.334936.874936.404934.074933.604935.474935.004934.534933.604929.864933.514933.684933.764933.84TOP OF PIPE EXISTING GROUND TOP OF PIPE EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 36" RCP STORMSTA.= 15+52.71INV.= 4931.6824" HDPE IRRIGATIONSTA.: 10+07.71T.O.P.= 4938.44EXISTING 8" PVC WATERLINE 5' MIN.8" PVC SANITARYSTA.= 15+62.71T.O.P.= 4923.4880 FT OF MECH RESTRAINT END MECH. RESTRAINTSTA: 16+10.34BEGIN MECH. RESTRAINTSTA: 16+90.349 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 9+97.00END MECH. RESTRAINTSTA: 10+06.4118" MIN. KEYMAP NORTH WATERLINE D CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. WT9 PLAN AND PROFILEWATERLINE D37 G G G G G G G G SSSSSSSSS S SSS S SSS S SSS S SSS S SSW W WWW W WWW W WWW W WWW WW WWWWWWWSSSSSSIRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR SSSSSSWSWSSWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEE E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULTVAULTE E E E E E VAULTVAULTEEEEEEEEE ELECBRKREXXXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUFALCON RIDGE DRIVEHORNED LARK STREET LACEBARK LN DESERT LARK STREETCRESTED LARK STREET10+00 11+00 12+00 13+00 14+00 STA. 10+00.00 8"x8" TEE w/ RJ 8" GV (E,S) N:98563.34 E:203633.95 STA. 14+31.00 8"x8" TEE w/ RJ 8" GV (N,E) N:98132.34 E:203633.23 STA. 11+50.50 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 8" GV (S) 6" GV (W) N:98412.84 E:203633.70 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 TRACT B DE LOT 1 LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 10 LOT 11 LOT 12LOT 7 LOT 8 LOT 9 LOT 1 LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 2LOT 1 TRACT F UDA&EAE LOT 6 LOT 7 LOT 4 LOT 3 LOT 5 LOT 6 LOT 2 LOT 8 LOT 1 150.50 LF 8" PVC S00° 05' 46.56"W 280.50 LF 8" PVC S00° 05' 46.56"W 58' ROW 30' FL - FL 9' UTILITY EASEMENT BLOCK 10BLOCK 2BLOCK 11 BLOCK 8STA. 10+89.50STA. 11+01.50STA. 11+99.50STA. 12+11.50STA. 13+09.50STA. 13+21.50WATERLINE C SEE SHEET WT5 - WT8 WATERLINE C SEE SHEET WT5 - WT8 WATERLINE B SEE SHEET WT2 - WT4 WATERLINE B SEE SHEET WT2 - WT4 WATERLINE F SEE SHEET WT11 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 14+504937.174936.834936.494936.154935.824935.484935.144934.804934.464934.124933.784933.454933.114932.774932.434932.094929.584932.108" PVC STA. 14+24.545° VERT. BEND w/ RJT.O.P.=4932.10STA. 14+21.045° VERT. BEND w/ RJT.O.P.=4928.58STA. 13+97.845° VERT. BEND w/ RJT.O.P.=4931.78STA. 14+01.045° VERT. BEND w/ RJT.O.P.=4928.588" PVC SANITARYSTA.= 9+90.00T.O.P.= 4924.8636" RCP STORMSTA.= 14+11.00INV.= 4930.41TOP OF PIPE PROPOSED GROUND PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINESTA. 10+00.008"x8" TEE w/ RJ8" GV (E,S)T.O.P.=4937.17STA. 11+50.508"x6" SWIVEL TEE w/ RJFH ASSEMBLY8" GV (S)6" GV (W)T.O.P.=4935.13STA. 14+31.008"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4932.1018" MIN.8" PVC SANITARYSTA.= 14+21.00INV.= 4921.805' MIN. 80 FT OF MECH RESTRAINT END MECH. RESTRAINTSTA: 13+51.00BEGIN MECH. RESTRAINTSTA: 14+31.0080 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+80.0010 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 11+45.50END MECH. RESTRAINTSTA: 11+55.50KEYMAP NORTH WATERLINE E ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV WT10PLAN AND PROFILEWATERLINE E38 G G G G G G G G SSSSSSSSSS S SSS S SSS S SSS S SSS S SSW W WWW W WWW W WWW W WWW WW WWWWWWWSSSSSSUD UD UD UD SSSSSSWWWWWWWWWWWWWWWWSGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEE EE EE E EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULTVAULTE E E E E E VAULTEEEVAULTEEVAULTEEEEEEEEEEE ELECBRKREXXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSHORNED LARK STREET LACEBARK LN DESERTLARKSTREETCRESTEDLARKSTREET10+00 11+00 12+00 13+00 14+00 LOT 6 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 2LOT 1 LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 LOT 9 LOT 10 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 8 LOT 7 LOT 4 LOT 3 LOT 5 LOT 6 LOT 10 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12LOT 7 LOT 8 LOT 9 STA. 10+00.00 8"x8" TEE w/ RJ 8" GV (E,S) N:98563.11 E:203771.45 STA. 14+31.00 8"x8" TEE w/ RJ 8" GV (N,E) N:98132.11 E:203770.73 431.00 LF 8" PVC S00° 05' 46.56"W TRACT G DAE BLOCK 2BLOCK 8BLOCK 11 BLOCK 10STA. 10+91.50STA. 11+03.50STA. 11+63.50STA. 11+75.50STA. 12+35.50STA. 12+47.50STA. 13+07.50STA. 13+19.50STA. 13+76.50STA. 13+79.50STA. 13+22.50STA. 13+04.50STA. 12+50.50STA. 12+32.50STA. 11+78.50STA. 11+60.50STA. 10+88.50STA. 11+06.50STA. 10+34.5030' 8' UTILITY EASEMENT BLOCK 12 WATERLINE C SEE SHEET WT5 - WT8 WATERLINE C SEE SHEET WT5 - WT8 WATERLINE E SEE SHEET WT10 WATERLINE B SEE SHEET WT2 - WT4 WATERLINE B SEE SHEET WT2 - WT4 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 14+50 8" PVC 8" PVC STA. 10+88.20.4° DEFLECTIONT.O.P.=4934.72STA. 13+97.745° VERT. BEND w/ RJT.O.P.=4931.03STA. 14+01.045° VERT. BEND w/ RJT.O.P.=4927.75STA. 14+21.045° VERT. BEND w/ RJT.O.P.=4927.75STA. 14+24.045° VERT. BEND w/ RJT.O.P.=4930.774935.184934.584933.394932.204928.744935.054934.924934.794934.284933.984933.694933.094932.794932.494931.904931.604931.3036" RCP STORMSTA.= 14+10.99INV.= 4929.58EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE TOP OF PIPE PROPOSED GROUND 5' MIN. 80 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+80.00STA. 10+00.008"x8" TEE w/ RJ8" GV (E,S)T.O.P.=4935.18STA. 14+31.008"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4930.7780 FT OF MECH RESTRAINT END MECH. RESTRAINTSTA: 13+51.00BEGIN MECH. RESTRAINTSTA: 14+31.00KEYMAP NORTH WATERLINE F ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV WT11PLAN AND PROFILEWATERLINE F39 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 8" PVC 8" PVC 8" PVC 8" PVC STA. 15+43.045° VERT. BEND w/ RJT.O.P.=4926.31STA. 15+63.045° VERT. BEND w/ RJT.O.P.=4926.31STA. 15+65.745° VERT. BEND w/ RJT.O.P.=4929.03STA. 12+97.30.9° DEFLECTIONT.O.P.=4933.71STA. 15+40.445° VERT. BEND w/ RJT.O.P.=4928.97STA. 12+29.41.2° DEFLECTIONT.O.P.=4934.00STA. 11+11.31.3° DEFLECTIONT.O.P.=4932.58STA. 11+42.00.9° DEFLECTIONT.O.P.=4932.614935.074934.514933.954933.394932.844932.604932.744933.144933.534933.934933.914933.814933.664933.174932.694932.204931.714931.224930.734930.254929.764929.274926.314929.084929.194929.314929.434929.55TOP OF PIPE PROPOSED GROUND 36" RCP STORMSTA.= 15+53.02INV.= 4928.1318" RCP STORMSTA.= 10+08.03T.O.P.= 4932.68EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 8" PVC SANITARYSTA.= 15+63.03INV.= 4919.67EXISTING 8" PVC WATERLINE 5' MIN.STA. 11+42.038"x8" CROSS8" GV (E,S,W)T.O.P.=4932.61STA. 12+94.511° HORIZ. DEFLECTIONT.O.P.=4933.73STA. 15+73.038"x8" CROSS8" GV (N,E,W)T.O.P.=4929.07STA. 16+82.418"x6" SWIVEL TEE w/ RJFH ASSEMBLY8" GV (S)6" GV (W)T.O.P.=4929.58STA. 10+00.00CONNECT TO EXISTING8" WATERLINEw/ 22.5° BEND w/ RJ8" GV (N)T.O.P.=4935.07STA. 10+04.6722.5° BEND w/ RJT.O.P.=4934.9780 FT OF MECH RESTRAINT END MECH. RESTRAINTSTA: 16+15.28BEGIN MECH. RESTRAINTSTA: 16+95.2818" MIN. 15 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 9+95.00END MECH. RESTRAINTSTA: 10+09.6765 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 15+20.36END MECH. RESTRAINTSTA: 15+85.72WWSSSSSSS SS SS SS SS SS SS SS SS SS SWWWWWWWWWWW WWWWWWWWWUD UD UD UD UDSWWWWWWSGGGGGG G GGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGG EEEEEE EE EEEEEEEEEEEEEEEEEEEEEEVAULTEEEVAULTEEEEVAULTVAULTEEEEEEEEE E E E E E E EEEEEEEEEEEEEEEE E E E E EWWSSWSHYDCEC SDDSDSXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTST DSSSSSSSRED WILLOW DRIVE RED WILLOW DRIVE TULIPWOOD LN DESERTLARKSTREETCRESTEDLARKSTREET10+00 11+00 12+00 13+00 14+00 15+00 16+00 LOT 1 LOT 3 LOT 4 LOT 5 LOT 2 LOT 10 LOT 8 LOT 9 LOT 1 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 2 LOT 6 LOT 9 LOT 10 LOT 8 LOT 8LOT 10 LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2 LOT 6 TRACT G DAEBLOCK 3BLOCK 13 BLOCK 12 BLOCK 8TRACT O DE STA. 10+04.67 22.5° BEND w/ RJ N: 98700.05 E: 204015.13 STA. 10+00.00 CONNECT TO EXISTING 8" WATERLINE w/ 22.5° BEND w/ RJ 8" GV (N) N: 98704.38 E: 204016.89 STA. 11+42.03 8"x8" CROSS 8" GV (E,S,W) N:98562.70 E:204015.95 STA. 15+73.03 8"x8" CROSS 8" GV (N,E,W) N:98131.69 E:204016.85 STA. 16+85.91 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 8" GV (S) 6" GV (W) N:98018.82 E:204016.84 137.36 LF 8" PVC S00° 20' 29.87"E 152.48 LF 8" PVC S00° 20' 29.87"E 278.53 LF 8" PVC S00° 00' 09.36"W 109.38 LF 8" PVC S00° 00' 18.93"W 4.67 LF 8" PVC S22° 09' 30.13"W 12.87 LF 8" PVC S00° 01' 12.00"ESTA. 12+94.51 1° HORIZ. DEFLECTION N:98410.22 E:204016.86 63' ROW 36' FL - FL 9' UTILITY EASEMENTSTA. 11+97.93STA. 12+33.93STA. 12+69.93STA. 12+81.93STA. 13+41.62STA. 13+53.62STA. 14+13.62STA. 14+25.62STA. 14+85.62STA. 14+97.62STA. 16+95.28 8" END CAP N:98009.45 E:204016.84 BLOCK 14 WATERLINE C SEE SHEET WT5 - WT8 WATERLINE C SEE SHEET WT5 - WT8 WATERLINE B SEE SHEET WT2 - WT4 WATERLINE B SEE SHEET WT2 - WT4 KEYMAP NORTH CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. WT12PLAN AND PROFILEWATERLINE G40 WATERLINE G 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+504931.594931.424931.264931.094930.924930.754930.594930.424930.254930.084929.924929.754929.584929.414929.264929.134929.004928.874927.384928.688" PVC 8" PVC STA. 14+72.745° VERT. BEND w/ RJT.O.P.=4928.67STA. 14+70.745° VERT. BEND w/ RJT.O.P.=4926.69STA. 14+48.645° VERT. BEND w/ RJT.O.P.=4928.75STA. 14+50.745° VERT. BEND w/ RJT.O.P.=4926.69STA. 12+52.918"x6" SWIVEL TEE w/ RJFH ASSEMBLY6" GV (S)T.O.P.=4929.90STA. 13+43.508"x8" CROSS8" GV (N,E,S)T.O.P.=4929.29STA. 10+00.008"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4931.59STA. 11+36.258"x8" CROSS8" GV (N,E,S)T.O.P.=4930.68STA. 14+92.27TEMP. FH ASSEMBLY8"x6" REDUCER (W)8" GV (W)T.O.P.=4928.81TOP OF PIPE PROPOSED GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 8" PVC SANITARYSTA.= 10+10.00T.O.P.= 4922.618" PVC SANITARYSTA.= 11+46.25T.O.P.= 4923.838" PVC SANITARYSTA.= 13+53.50T.O.P.= 4924.9630" RCP STORMSTA.= 14+60.69INV.= 4928.4718" MIN. 80 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 14+11.67END MECH. RESTRAINTSTA: 14+91.9980 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+80.33WSSSS2WSSSSSS2WSSSSSSSSSSSSSSSSSSSWWWWWWWWW2WSWSSSS2WSSSSSS2WS2WS2WW2W2W2WSSSSSSWSS2WW2W2W2WSSSSSSWSSSSSS2W2W2W2WG GG GGGG G G G G G G G G G GGGGGGGGGGGGGGG GGG G G GGGGGGGGGGGGGGGGGGGG G G GGGG G G G G G GGGEEEE E EEEE EEEET T T VAULTVAULT VAULTE E E EEEEEEEEE E E E E E E EE XXXXXXOAKLEY STREETMASKEDLARKSTREET TULIPWOODLNBONSAILNLINE LNBAMBOOLNCANELNMASKEDLARKSTREET10+00 11+00 12+00 13+00 14+00 136.25 LF 8" PVC S89° 54' 13.44"E 116.66 LF 8" PVC S89° 54' 13.44"E 90.59 LF 8" PVC S89° 54' 13.44"E 148.77 LF 8" PVC S89° 54' 13.44"E STA.=14+92.27 TEMP. FH ASSEMBLY 8"x6" REDUCER (W) 8" GV (W) N:98303.43 E:204768.79 STA. 13+43.50 8"x8" CROSS 8" GV (N,E,S) N:98303.68 E:204620.02 STA. 12+52.91 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 6" GV (S) N:98303.83 E:204529.43 STA. 11+36.25 8"x8" CROSS 8" GV (N,E,S) N:98304.03 E:204412.77 STA. 10+00.00 8"x8" TEE w/ RJ 8" GV (N,E) N:98304.26 E:204276.52 36' FL - FL 63' ROW 9' UTILITY EASEMENT LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 2 LOT 6 TRACT R DE LOT 2 LOT 4 LOT 3 LOT 1 LOT 5 TRACT S DE LOT 6 LOT 4 LOT 5 LOT 7 LOT 3 LOT 2 LOT 4 LOT 3 LOT 5 TRACT T DE TRACT U DE LOT 6 LOT 4 LOT 5 LOT 3 TRACT MAELOT 3 LOT 5 LOT 3 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 1 LOT 2 LOT 1 LOT 2 LOT 5 LOT 4 LOT 4 LOT 3TRACT JAEBLOCK 14TRACT HUDABLOCK 15BLOCK 18BLOCK 21BLOCK 22BLOCK 19BLOCK 20BLOCK 16BLOCK 17WATERLINE B SEE SHEET WT2 - WT4 WATERLINE B SEE SHEET WT2 - WT4 WATERLINE I SEE SHEET WT14 - WT15 WATERLINE I SEE SHEET WT14 - WT15 WATERLINE I SEE SHEET WT14 - WT15 KEYMAP NORTH WATERLINE H ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: WT13PLAN AND PROFILEWATERLINE H41 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV W WS SSS S S2WSSSS S S2WSG2W 2WSW WS SSS S S2WSSSS S S2WS2W 2WS2WW 2W 2W2W SS SS SS WSS 2WW 2W 2W2W SS SS SS WSS SS SS2W 2W2W 2WGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGG G G G G G G G GGGGGGG G G GGGGGGGGGEEEEEEEEEEEEEETTTTVAULTVAULTVAULTVAULTEEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E WSSWWSSWWSSWWSSWWSSELECBRKRHYDXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUFALCON RIDGE DRIVECORONA AVE OAKLEYSTREETCORONA AVENUE BONSAI LN LINE LN BAMBOO LN CANE LN CRESTEDLARKSTREET10+00 11+00 12+00 13+00 14+00 15+00 16+0017+0018+0019+0020+0021+00 LOT 1 LOT 2 LOT 11 LOT 8 LOT 9 LOT 10 LOT 13 LOT 12 LOT 14 TRACT RDELOT 2LOT 4 LOT 3 LOT 1LOT 6 LOT 5LOT 7 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 3LOT 1 LOT 2 LOT 5 LOT 4 LOT 3LOT 5 LOT 1LOT 2 LOT 3LOT 1 LOT 2 LOT 5LOT 4 TRACT UDELOT 6LOT 4 LOT 5 LOT 7LOT 2 LOT 3LOT 1 LOT 2LOT 4 LOT 3 LOT 1LOT 6 LOT 5LOT 7 TRACT TDETRACT SDELOT 6LOT 4 LOT 5 LOT 7LOT 2 LOT 3LOT 1 TRACT J AE TRACT M AE STA. 11+42.92 8"x8" CROSS 8" GV (E,S,W) N:98561.68 E:204620.45 STA. 14+00.92 8"x8" CROSS 8" GV (N,E,S) N:98303.68 E:204620.02 STA. 15+43.42 45° BEND w/ RJ N:98161.1799 E:204619.7786 STA. 15+71.71 45° BEND w/ RJ N:98141.2136 E:204599.7450 STA. 10+18.69 22.5° BEND w/ RJ N: 98685.91 E: 204620.66 STA. 10+00.00 CONNECT TO EXISTING 8" WATERLINE w/ 22.5° BEND w/ RJ 8" GV (N) N: 98703.19 E: 204613.54 18.69 LF 8" PVC S22° 24' 13.44"E 28.28 LF 8" PVC S45° 05' 46.56"W 124.23 LF 8" PVC S00° 05' 46.56"W 258.00 LF 8" PVC S00° 05' 46.56"W 142.50 LF 8" PVC S00° 05' 46.56"W BLOCK 20 BLOCK 19 BLOCK 21 BLOCK 22 STA. 15+14.47STA. 14+79.03STA. 14+38.06STA. 13+22.73STA. 12+85.35STA. 12+19.67STA. 11+98.38STA. 15+16.47STA. 14+81.03STA. 14+40.06STA. 13+20.73STA. 12+86.58STA. 12+18.12STA. 11+78.3820' 10' UTILITY EASEMENT 20'BLOCK 3BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 18 TRACT O DE WATERLINE C SEE SHEET WT5 - WT8 WATERLINE C SEE SHEET WT5 - WT8 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 13+00 14+00 15+00 16+00 16+50 8" PV C 8" P V C STA. 11+12.32.2° DEFLECTIONT.O.P.=4935.78STA. 11+61.92.2° DEFLECTIONT.O.P.=4935.82STA. 12+46.745° VERT. BEND w/ RJT.O.P.=4932.56STA. 12+49.245° VERT. BEND w/ RJT.O.P.=4930.05STA. 12+89.51.1° DEFLECTIONT.O.P.=4930.87STA. 12+60.745° VERT. BEND w/ RJT.O.P.=4930.05STA. 12+62.545° VERT. BEND w/ RJT.O.P.=4931.92STA. 10+00.00CONNECT TOEXISTING 8" WATERLINEw/ 22.5° BEND w/ RJ8" GV (N)T.O.P.=4939.92STA. 10+18.6922.5° BEND w/ RJT.O.P.=4939.23STA. 11+42.928"x8" CROSS8" GV (E,S,W)T.O.P.=4935.804939.924936.234934.354939.004938.074937.154935.794935.814935.314933.394930.054931.434930.204929.724929.294929.294929.474929.674929.694929.534929.384929.234929.074928.924928.778" PVC8" PVC STA. 16+46.51.0° DEFLECTIONT.O.P.=4928.64STA. 13+72.81.1° DEFLECTIONT.O.P.=4929.29STA. 14+62.70.8° DEFLECTIONT.O.P.=4929.76STA. 15+71.7145° BEND w/ RJT.O.P.=4929.09STA. 14+00.928"x8" CROSS8" GV (N,E,S)T.O.P.=4929.29STA. 15+43.4245° BEND w/ RJT.O.P.=4929.278" PVC SANITARYSTA.= 11+32.92INV.= 4924.928" PVC SANITARYSTA.= 13+90.92T.O.P.= 4924.58PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE TOP OF PIPE PROPOSED GROUND TOP OF PIPE PROPOSED GROUND EXISTING 8" PVC WATERLINE 29 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 9+95.00END MECH. RESTRAINTSTA: 10+23.6948 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 15+33.42END MECH. RESTRAINTSTA: 15+81.715' MIN. 5' MIN.15" HDPE STORMSTA.= 12+54.92INV.= 4932.6356 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 12+26.67END MECH. RESTRAINTSTA: 12+82.53KEYMAP NORTH WATERLINE I CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. MATCH LINE STA 16+50 STAMATCH LINESEE SHEET16+50WT15( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. WT14PLAN AND PROFILEWATERLINE I42 W WS SSS S S2WSSSS S S2WSG2W 2WSW WS SSS S S2WSSSS S S2WS2W 2WS2WW 2W 2W2W SS SS SS WSS 2WW 2W 2W2W SS SS SS WSS SS SS2W 2W2W 2WGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGG G G G G G G G GGGGGGG G G GGGGGGGGGEEEEEEEEEEEEEETTTTVAULTVAULTVAULTVAULTEEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E WSSWWSSWWSSWWSSWWSSELECBRKRHYDXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUFALCON RIDGE DRIVECORONA AVE OAKLEYSTREETCORONA AVENUE BONSAI LN LINE LN BAMBOO LN CANE LN CRESTEDLARKSTREET10+00 11+00 12+00 13+00 14+00 15+00 16+0017+0018+0019+0020+0021+00 LOT 1 LOT 2 LOT 11 LOT 8 LOT 9 LOT 10 LOT 13 LOT 12 LOT 14 TRACT RDELOT 2LOT 4 LOT 3 LOT 1LOT 6 LOT 5LOT 7 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 3LOT 1 LOT 2 LOT 5 LOT 4 LOT 3LOT 5 LOT 1LOT 2 LOT 3LOT 1 LOT 2 LOT 5LOT 4 TRACT UDELOT 6LOT 4 LOT 5 LOT 7LOT 2 LOT 3LOT 1 LOT 2LOT 4 LOT 3 LOT 1LOT 6 LOT 5LOT 7 TRACT TDETRACT SDELOT 6LOT 4 LOT 5 LOT 7LOT 2 LOT 3LOT 1 TRACT J AE TRACT M AE STA. 17+28.96 45° BEND w/ RJ N:98141.4778 E:204442.4952 STA. 17+71.38 45° BEND w/ RJ N:98171.5281 E:204412.5457 STA. 19+03.88 8"x8" CROSS 8" GV (N,E,S) N:98304.03 E:204412.77 STA. 21+61.88 8"x8" TEE w/ RJ 8" GV (E,S) N:98562.03 E:204413.20 157.25 LF 8" PVC N89° 54' 13.44"W 42.43 LF 8" PVC N44° 54' 13.44"W 132.50 LF 8" PVC N00° 05' 46.56"E258.00 LF 8" PVC N00° 05' 46.56"E BLOCK 20 BLOCK 19 BLOCK 21 BLOCK 22 STA. 21+06.43STA. 21+26.43STA. 20+86.32STA. 20+19.37STA. 19+84.07STA. 18+64.75STA. 18+24.03STA. 17+88.37STA. 20+85.52STA. 20+18.13STA. 19+82.07STA. 18+66.75STA. 18+26.03STA. 17+90.3720' 8' UTILITY EASEMENT 8' UTILITY EASEMENT 20'BLOCK 3BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 18 TRACT O DE WATERLINE C SEE SHEET WT5 - WT8 WATERLINE C SEE SHEET WT5 - WT8 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 16+5017+0018+0019+0020+0021+0022+00 4929.244930.364930.684931.774934.974928.964929.524929.804930.084930.644930.654930.674930.594930.914931.344932.364932.974934.104935.364935.758" PVC 8" PVC 8" PVC 8" PVC 8" P V C STA. 18+24.50.6° DEFLECTIONT.O.P.=4930.64STA. 19+29.91.2° DEFLECTIONT.O.P.=4930.57STA. 20+02.20.4° DEFLECTIONT.O.P.=4931.81STA. 20+50.01.2° DEFLECTIONT.O.P.=4932.97STA. 20+91.41.7° DEFLECTIONT.O.P.=4934.848" PVC SANITARYSTA.= 19+13.88T.O.P.= 4923.45PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE TOP OF PIPE PROPOSED GROUNDSTA. 17+28.9645° BEND w/ RJT.O.P.=4929.56STA. 17+71.3845° BEND w/ RJT.O.P.=4930.04STA. 19+03.888"x8" CROSS8" GV (N,E,S)T.O.P.=4930.68STA. 21+61.888"x8" TEE w/ RJ8" GV (E,S)T.O.P.=4935.9362 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 17+81.38END MECH. RESTRAINTSTA: 17+18.965' MIN.15" HDPE STORMSTA.= 20+49.88INV.= 4934.59KEYMAP NORTH WATERLINE I MATCH LINE STA 16+50 STAMATCH LINESEE SHEET16+50WT14( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (5' MINIMUM AND 6' MAXIMUM WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS. 9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS FOR INFORMATION ON SIZES AND TYPICAL LAYOUT 10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD STANDARDS UNLESS OTHERWISE NOTES EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV WT15PLAN AND PROFILEWATERLINE I43 SSSSWWWWUD UD UD 2W2W2W2WSSSSSSGGGGGG G G G G GGG G G G GGGGGGGGGGGGGGGGGGGGGG G GGGGGGGGGGGGGGGGGGGGG G G EEEEEE E E E E E E E E E E EEEE E E E DDSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTSTST DESERT LARK STREET MASKEDLARKSTREET10+0011+0012+0013+00 INLET A3-1 (SUMP) STA 10+96.45 N: 98156.36 E: 204214.06 INLET A2 (SUMP) STA 10+63.51 N: 98122.06 E: 204229.02 33.03 LF 42" RCP @ 2.08% 2' CONCRETE PAN LOT 10LOT 1 BLOCK 13BLOCK 14STMH A3 (5' Ø) STA: 10+96.48 N: 98151.36 E: 204214.06 63.51 LF 42" RCP @ 2.07%5.00 LF 24" RCP @ 2.00% STORM DRAIN B SEE SHEET SD9 FES A1 STA 10+00.00 N: 98058.58 E: 204227.04 ST JUNCTION A4_WQ WEIR STA 13+30.31 N: 98151.77 E: 203980.20 63.51 LF 42" RCP @ 2.07%233.86 LF 36" RCP @ 0.50%EXISTING 30" RCPEXISTING 12" PVCPROPOSED SCOUR STOP SEE SHT EC4 FOR DETAIL 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+7510+0011+0012+0012+75 4932.264933.924934.644936.044932.524932.864933.404934.024934.154934.374935.084935.60INLET A2 (SUMP)STA 10+63.51FL. EL 4933.4±INV. IN 4925.96 (NW)INV. OUT 4925.96 (S)STMH A3 (5' Ø)STA 10+96.41RIM 4933.7±INV. IN 4928.14 (N)INV. IN 4927.14 (W)INV. OUT 4926.64 (SE)33.03 LF 42" RCP @ 2.08%63.51 LF 42" RCP @ 2.07% 233.86 LF 36" RCP @ 0.50%8" PVC SANITARYSTA.= 10+85.17T.O.P.= 4921.388" PVC SANITARYSTA.= 11+53.74T.O.P.= 4921.30EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 10-YR HGL 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+75 10+00 10+50STMH A3 (5' Ø)STA 9+99.96RIM 4933.7±INV. IN 4928.14 (N)INV. IN 4927.14 (W)INV. OUT 4926.64 (SE)INLET A3-1 (SUMP)STA 10+04.96FL. EL 4933.5±INV. OUT 4928.24 (S)5.00 LF 24" RCP @ 2.00% EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 4933.9110-YR HGL NORTH STORM DRAIN AMATCHLINESTA12+75STAMATCH LINESEE SHEET12+75SD2( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR SCOUR STOP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per Detail SD1SD2SD3 PROFILE SCALE: STORM DRAIN A3 SD1 PLAN AND PROFILESTORM DRAIN A & A344 PUBLIC PUBLIC(INSTALL BOLTDOWN WATERTIGHTMANHOLE LID)(INSTALL BOLTDOWN WATERTIGHTMANHOLE LID) GGGG SSSSSWWWWWSUDUDUDUD UD UD SSSSSSWWWWWWWWSGG G G G G G G G G G G G G G G GGGGGGGGGG G G GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULTEEEE VAULT EEEEEVAULTEEEEE E E E E E E E E E E E EE ESSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTDESERT LARK STREET 13+0014+0015+0016+0017+00 LOT 10LOT 8 LOT 9 LOT 10 LOT 7LOT 4LOT 3 LOT 5 LOT 6 LOT 12 LOT 1 LOT 2 LOT 9 BLOCK 11 BLOCK 12 ST JUNCTION A4_WQ WEIR STA 13+30.31 N: 98151.77 E: 203980.20 STMH A5 STA 17+04.74 N: 98152.38 E: 203605.76 233.86 LF 36" RCP @ 0.50%374.43 LF 36" RCP @ 0.60%EXISTING 30" RCPEXISTING 12" PVC275.21 LF 36" RCP @ 0.50% STORM DRAIN A5 SEE SHEET SD7 STORM DRAIN A4 SEE SHEET SD5 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 12+7513+0014+0015+0016+0017+0017+75 4936.204935.684935.714935.714936.054935.894935.724935.704935.674935.654935.664935.774935.754935.724935.834935.904935.984936.154936.26374.43 LF 36" RCP @ 0.60%STMH A5STA 17+04.74RIM 4937.4±INV. IN 4930.57 (W)INV. OUT 4930.57 (E)8" PVC SANITARYSTA.= 15+29.74T.O.P.= 4921.788" PVC SANITARYSTA.= 16+67.24T.O.P.= 4922.498" PVC WATERSTA.= 16+77.24T.O.P.= 4928.608" PVC WATERSTA.= 15+39.74T.O.P.= 4927.77233.86 LF 36" RCP @ 0.50%ST JUNCTION A4_WQ WEIRSTA 13+30.31RIM 4933.9±WQ WEIR ELEV = 4929.81INV. IN 4928.31 (W)INV. IN 4929.31 (N)INV. IN 4929.31 (S)INV. OUT 4928.31 (E)8" PVC WATERSTA.= 12+93.65T.O.P.= 4926.33EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 10-YR HGL 30" RCP STORMSTA.= 12+75.38T.O.P.= 4926.1718" MIN. NORTH STORM DRAIN AMATCHLINESTA17+75STAMATCH LINESEE SHEET17+75SD3STAMATCH LINESEE SHEET12+75SD1( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR SCOUR STOP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per DetailMATCHLINESTA12+75SD1SD2SD3 SD2 PLAN AND PROFILESTORM DRAIN A45 PUBLIC (INSTALL BOLTDOWN WATERTIGHTMANHOLE LID)(INSTALL BOLTDOWN WATERTIGHTMANHOLE LID) IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWWWWWWWWWWSSSSSSSSSSWSWSWGGGGG G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGG G G G G G G GEEEEEEEEEE EEEEEEEEEEEE E E E E EEEEEEEEEEEEEEE E E E E E EEEEEEEE E E EEEE EVAULT E E EE E EEE E E E E EEEE9+7610+0011+0018+0019+0020+0021+0022+00 275.21 LF 36" RCP @ 0.50% 262.46 LF 36" RCP @ 0.70% STMH A7 STA:22+42.45 N: 98153.29 E: 203068.10 5.00 LF 24" RCP @ 0.50% LOT 3LOT 2LOT 1 LOT 12LOT 1 BLOCK 10LOT 8LOT 5 LOT 6 LOT 7LOT 4 LOT 12LOT 1 BLOCK 9262.46 LF 36" RCP @ 0.70% STMH A6 STA: 19+79.99 N: 98152.85 E: 203330.55 275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50% 275.21 LF 36" RCP @ 0.50%275.21 LF 36" RCP @ 0.50% STORM DRAIN A6 SEE SHEET SD4 INLET A8 (ON-GRADE) STA: 22+42.45 N: 98158.29 E: 203068.10 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 17+7518+0019+0020+0021+0022+0022+75 275.21 LF 36" RCP @ 0.50%8" PVC WATERSTA.= 22+11.74T.O.P.= 4931.788" PVC SANITARYSTA.= 22+01.74T.O.P.= 4925.368" PVC WATERSTA.= 19+25.74T.O.P.= 4929.888" PVC SANITARYSTA.= 19+35.74T.O.P.= 4924.06INLET A8 (ON-GRADE)STA 22+47.41FL. EL 4939.6±INV. OUT 4933.82 (S)5.00 LF 24" RCP @ 0.50% 262.46 LF 36" RCP @ 0.70%STMH A7STA 22+42.41RIM 4939.8±INV. IN 4933.79 (N)INV. OUT 4933.79 (E)STMH A6STA 19+79.95RIM 4938.3±INV. IN 4931.96 (W)INV. IN 4932.96 (N)INV. IN 4932.96 (S)INV. OUT 4931.96 (E)EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 4936.474936.584936.774936.894937.094937.204937.334937.454937.534937.774938.224938.804939.574939.724939.724939.914940.064940.204940.4310-YR HGL 18" MIN. NORTH STORM DRAIN A STAMATCH LINESEE SHEET17+75SD2( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR SCOUR STOP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per DetailMATCHLINESTA17+75SD1SD2SD3 SD3 PLAN AND PROFILESTORM DRAIN A46 PUBLIC (INSTALL BOLTDOWN WATERTIGHTMANHOLE LID)(INSTALL BOLTDOWN WATERTIGHTMANHOLE LID) WWWWWWWSSSSSSWSWSWGG G G GGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G E EEEEEEEEEEEEEEEEEEEEEEEEEE E E E E EEEEEEEEEEEVAULTEEEEEEE E E E EEEE EE XXXXXXXXXXXXXXXXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU DESERT LARK STREET 9+7610+0011+0012+0013+0013+88 5.00 LF 24" RCP @ 2.00% LOT 2LOT 1LOT 8LOT 5LOT 3 LOT 6 LOT 7LOT 4 LOT 8 LOT 12LOT 1 BLOCK 9BLOCK 1INLET A6-1N (SUMP) STA:19+79.99 N: 98157.85 E: 203330.56 STMH A6 STA 10+00.00 N: 98152.85 E: 203330.55 INLET A6-1S (SUMP) STA 10+25.00 N: 98127.85 E: 203330.51 INLET A6-3S STA 13+08.69 N: 98015.26 E: 203163.03 INLET A6-2S STA 11+38.44 N: 98015.19 E: 203333.28 25.00 LF 24" RCP @ 2.00%111.38 LF 15" HDPE @ 0.50%170.25 LF 15" HDPE @ 0.66% 275.21 LF 36" RCP @ 0.50% STORM DRAIN A6 SEE SHEET SD4 INLET A6-4S STA ??? N: 98015.54 E: 202998.03 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+0013+78 INLET A6-1N (SUMP)STA 9+95.00FL. EL 4938.0±INV. OUT 4933.06 (S)5.00 LF 24" RCP @ 2.00% 25.00 LF 24" RCP @ 2.00%INLET A6-1S (SUMP)STA 10+25.00FL. EL 4938.1±INV. IN 4933.46 (S)INV. OUT 4933.46 (N)111.38 LF 15" HDPE @ 0.50%INLET A6-2SSTA 11+38.44FL. EL 4936.9±INV. IN 4934.02 (W)INV. OUT 4934.02 (N)170.25 LF 15" HDPE @ 0.66%INLET A6-3SSTA 13+08.69FL. EL 4938.5±INV. IN 4935.14 (W)INV. OUT 4935.14 (E)8" PVC SANITARYSTA.= 10+10.00T.O.P.= 4924.008" PVC WATERSTA.= 10+20.00T.O.P.= 4931.644938.284938.084938.974939.374939.424938.904937.074937.434937.784938.144938.494938.844938.634938.684938.994939.29EXISTING GROUND PROPOSED GROUND STMH A6STA 10+00.00RIM 4938.3±INV. IN 4931.96 (W)INV. IN 4932.96 (N)INV. IN 4932.96 (S)INV. OUT 4931.96 (E)10-YR HGL EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 18" MIN. NORTH STORM DRAIN A6 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR SCOUR STOP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per Detail SD4 SD4 PLAN AND PROFILESTORM DRAIN A647 PUBLICPRIVATE (INSTALL BOLTDOWN WATERTIGHTMANHOLE LID) SUDUDUDUDUDUDUDUDUDUDSWWSGGGGGGGGG G G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGE E E EEEEE EEEEEEEEEEEEEE E E E EVAULTEEEEEEE VAULTVAULT EEEEEEEEEEEEEEEEEEEEEEEEEEEEEESDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTRED WILLOW DRIVE 10+00 11+00 12+00 13+00 14+00 28.89 LF 24" HDPE @ 0.20% 4.99 LF 24" RCP @ 0.50% ST JUNCTION A4_WQ WEIR STA 10+00.00 N: 98151.77 E: 203980.20 25.01 LF 24" RCP @ 0.50% INLET A4-1S (SUMP) STA 9+74.99 N: 98126.75 E: 203980.15 371.75 LF 24" HDPE @ 0.20% INLET A4-1N (SUMP) STA 10+04.99 N: 98156.75 E: 203980.20 LOT 6 LOT 9 LOT 10 LOT 8 LOT 9 LOT 8 LOT 7 LOT 3LOT 5 LOT 4 LOT 2 LOT 1 BLOCK 12 TRACT G DAE LOT 10 BASIN A4-2N STA 10+33.88 N: 98185.64 E: 203979.87 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 13+504933.734933.924934.644935.164935.704936.174936.674937.184937.684938.184938.674939.374939.844939.904939.74INLET A4-1S (SUMP)STA 9+74.99RIM 4933.7±INV. IN 4929.44 (S)INV. OUT 4929.44 (N)25.01 LF 24" RCP @ 0.50%ST JUNCTION A4_WQ WEIRSTA 10+00.00RIM 4933.9±WQ WEIR ELEV = 4929.81INV. IN 4928.31 (W)INV. IN 4929.31 (N)INV. IN 4929.31 (S)INV. OUT 4928.31 (E)INLET A4-1N (SUMP)STA 10+04.99RIM 4933.7±INV. IN 4929.34 (N)INV. OUT 4929.34 (S)4.99 LF 24" RCP @ 0.50% 28.89 LF 24" HDPE @ 0.20%BASIN A4-2N-4STA 10+33.88RIM 4934.9±INV. IN 4929.48 (W)INV. IN 4929.48 (N)INV. OUT 4929.48 (E)BASIN A4-2N-4STA 10+33.88RIM 4934.9±INV. IN 4929.48 (W)INV. IN 4929.48 (N)INV. OUT 4929.48 (E)BASIN A4-2N-3STA 10+33.88RIM 4934.9±INV. IN 4929.23 (N)INV. IN 4929.46 (W)INV. OUT 4929.46 (E)BASIN A4-2N-3STA 10+33.88RIM 4934.9±INV. IN 4929.23 (N)INV. IN 4929.46 (W)INV. OUT 4929.46 (E)BASIN A4-2N-2STA 10+33.88RIM 4934.8±INV. IN 4929.44 (W)INV. IN 4929.44 (N)INV. OUT 4929.44 (E)BASIN A4-2N-1STA 10+33.88RIM 4934.9±INV. IN 4929.42 (W)INV. IN 4929.42 (N)INV. OUT 4929.42 (E)BASIN A4-2N-1STA 10+33.88RIM 4934.9±INV. IN 4929.42 (W)INV. IN 4929.42 (N)INV. OUT 4929.42 (E)BASIN A4-2NSTA 10+33.88RIM 4934.8±INV. IN 4929.40 (W)INV. IN 4929.40 (N)INV. OUT 4929.40 (S)371.75 LF 24" HDPE @ 0.20%8" PVC PVC PipeSTA.: 9+89.99T.O.P.= 4920.508" PVC WATERSTA.= 9+79.99T.O.P.= 4927.69EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 18" MIN. 10-YR HGL KEYMAP NORTH STORM DRAIN A4-N MATCHLINESTA13+50STAMATCH LINESEE SHEET13+50SD6( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR SCOUR STOP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per Detail SD5 PLAN AND PROFILESTORM DRAIN A4-N48 PROFILE SCALE: SD5 SD6 (INSTALL BOLTDOWN WATERTIGHTMANHOLE LID)PUBLIC PRIVATE WWSSSS S S S S SWWWWWWUDUD GGGGGGGGGGGGG G G G GGGGGGGGGGGGGGGGG G G G G G G G G G G GGGGGGGGGGE E E E E EEEEEEEEEEE EVAULT EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEHYDCECSDXXX XXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSRED WILLOW DRIVE TULIPWOOD LN RED WILLOW DRIVE 16+6912+00 13+00 14+00 15+00 16+00371.75 LF 24" HDPE @ 0.20% INLET A4-3N (SUMP) STA 14+05.82 N: 98557.76 E: 203979.21 27.98 LF 24" RCP @ 0.50% INLET A4-4N (SUMP) STA 14+35.67 N: 98587.75 E: 203980.93 108.00 LF 18" RCP @ 0.50% INLET A4-5N STA 15+45.98 N: 98696.75 E: 203985.68 122.89 LF 18" RCP @ 0.50% INLET A4-6N STA 16+68.88 N: 98696.54 E: 204108.57 LOT 1 LOT 2 LOT 10 LOT 8LOT 6LOT 5 LOT 9LOT 7 LOT 10 BLOCK 13 BLOCK 3 BLOCK 2 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 13+50 14+00 15+00 16+00 17+004938.504937.844937.584937.964938.484938.974939.444939.004939.284939.324939.504938.15INLET A4-3N (SUMP)STA 14+05.82FL. EL 4937.2±INV. IN 4930.14 (N)INV. OUT 4930.14 (S)27.98 LF 24" RCP @ 0.50%INLET A4-4N (SUMP)STA 14+35.67FL. EL 4937.3±INV. IN 4930.28 (N)INV. OUT 4930.28 (S)108.00 LF 18" RCP @ 0.50%INLET A4-5NSTA 15+45.98FL. EL 4938.4±INV. IN 4930.82 (E)INV. OUT 4930.82 (S)122.89 LF 18" RCP @ 0.50%INLET A4-6NSTA 16+68.88FL. EL 4937.1±INV. OUT 4931.43 (W)30" RCP STORMSTA.= 15+98.60T.O.P.= 4928.8112" PVC SANITARYSTA.= 15+85.46T.O.P.= 4922.728" PVC WATERSTA.= 15+75.46T.O.P.= 4934.92EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND8" PVC WATERSTA.= 14+11.02T.O.P.= 4928.4318" MIN.18" MIN. 10-YR HGL KEYMAP NORTH STORM DRAIN A4-NMATCHLINESTA13+50STAMATCH LINESEE SHEET13+50SD5( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR SCOUR STOP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per Detail SD6 PLAN AND PROFILESTORM DRAIN A4-N49 PROFILE SCALE: SD5 SD6 PRIVATE G SSSSWWUD UD UD SSSSWWWWWWSGGGGGG G G GGG G G G GGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G GGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEEEEVAULTEE VAULT EEE E E E E E E E E E E E E E E E E E E D S D SELEC BRKRE XXXXXXXXXXXXXXXXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSTSTSTSTSTSTSTSTSTST ST ST ST ST STDESERT LARK STREET9+8010+0011+0012+0013+0014+00 STA. 11+38.55 111.30 LF 15" HDPE @ 0.50% BASIN A4-2S STA 11+38.55 N: 98014.47 E: 203983.78 57.75 LF 15" HDPE @ 0.50% INLET A4-3S STA 11+96.30 N: 98014.53 E: 203926.03 110.00 LF 15" HDPE @ 0.50% INLET A4-1S (SUMP) STA 10+25.01 N: 98126.75 E: 203980.15 LOT 9LOT 7LOT 5 LOT 6 LOT 10LOT 8 LOT 10LOT 1 LOT 1 BLOCK 8 BLOCK 11 BLOCK 13 110.00 LF 15" RCP @ 0.50% 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 10+0011+0012+0012+75 INLET A4-1S (SUMP)STA 10+25.01RIM 4933.7±INV. IN 4929.44 (S)INV. OUT 4929.44 (N)111.30 LF 15" HDPE @ 0.50% 57.75 LF 15" HDPE @ 0.50%INLET A4-3SSTA 11+96.30RIM 4932.9±INV. IN 4930.29 (W)INV. OUT 4930.29 (E)BASIN A4-2SSTA 11+38.55RIM 4933.5±INV. IN 4930.00 (W)INV. OUT 4930.00 (N)EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 4933.924934.754932.954933.734934.614935.074934.234933.354933.104933.334933.7210-YR HGL KEYMAP NORTH STORM DRAIN A4-SMATCHLINESTA12+75STAMATCH LINESEE SHEET12+75SD8( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR SCOUR STOP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per Detail SD7 PLAN AND PROFILESTORM DRAIN A4-S50 SD7SD8 PRIVATE G SWIRRIRRIRRIRRIRRIRRIRRIRRSSSSSWSWSWWWWWWWWSGG G G G G G G G G G G G G GGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G GE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULTE VAULT EEEEEE E E E E E E E E E E EE EELEC BRKRE XXXXXXXXXXXXXXXXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU DESERT LARK STREET 12+0013+0014+0015+0015+45 INLET A4-4S STA 13+06.30 N: 98014.52 E: 203816.03 110.00 LF 15" HDPE @ 0.50% INLET A4-5S STA 14+16.30 N: 98014.71 E: 203706.03 LOT 9LOT 7LOT 4LOT 3 LOT 5 LOT 6 LOT 10LOT 8 BLOCK 8 LOT 2 INLET A4-6S STA 15+26.30 N: 98014.89 E: 203596.03 110.00 LF 15" RCP @ 0.50% 4910 4915 4920 4925 4930 4935 4940 4945 4910 4915 4920 4925 4930 4935 4940 4945 12+7513+0014+0015+0015+75 INLET A4-4SSTA 13+06.30FL. EL 4933.7±INV. IN 4930.84 (W)INV. OUT 4930.84 (E)110.00 LF 15" HDPE @ 0.50% 110.00 LF 15" HDPE @ 0.50%INLET A4-5SSTA 14+16.30FL. EL 4934.0±INV. IN 4931.39 (W)INV. OUT 4931.39 (E)EXISTING GROUND @ PIPE CENTERLINEPROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 4934.114933.784933.864934.134934.404934.314934.094934.434934.774935.074934.55110.00 LF 15" RCP @ 0.50%INLET A4-6SSTA 15+26.30FL. EL 4934.4±INV. OUT 4931.94 (E)10-YR HGL KEYMAP NORTH STORM DRAIN A4-S MATCHLINESTA12+75STAMATCH LINESEE SHEET12+75SD7( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR SCOUR STOP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per Detail SD8 PLAN AND PROFILESTORM DRAIN A4-S51 SD7SD8 PRIVATE ELEC BRKRE D S XXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSS SSSSST ST ST STSTG G G G G GGG G G GG9+9110+0011+00 11+77 STORM DRAIN A SEE SHEET SD1 149.57 LF 1 8 " R C P @ 0 . 2 0 % 8.84 LF 24" RCP @ 0.20% STMH B1 STA 10+00.00 N: 98021.07 E: 204141.68 OUTLET B3 STA 11+58.41 N: 98058.61 E: 204286.34 OUTLET B2 STA 11+49.57 N: 98050.02 E: 204288.42 TIE TO EXISTING STORM MANHOLE TRACT O DE 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+004932.934933.004931.564929.234926.604925.744925.264923.08149.57 LF 18" RCP @ 0.20%STMH B1STA 10+00.00RIM 4932.9±INV. IN 4922.68 (E)INV. IN 4922.40 (W)INV. OUT 4922.22 (S)OUTLET B3STA 11+58.41INV. 4923.00 (S)EXISTING GROUND PROPOSED GROUND 100-YR HGL EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE OUTLET B2STA 11+49.57INV. 4922.98 (N)INV. 4922.98 (W)XXXXXXG G G G G G G G E E E 10+0011+0036.03 LF 30" RCP @ 4.96%47.76 LF 36" RCP @ 0.50%36.00 LF 30" RCP @ 0.50%INLET C2 (SUMP) STA 10+49.92 N: 98295.48 E: 204737.19 INLET C3 (SUMP) STA 10+85.92 N: 98331.48 E: 204737.25 FES C4 STA 11+24.45 N: 98369.12 E: 204745.52 FES C1 STA 10+00.00 N: 98246.19 E: 204745.07 PROPOSED SCOUR STOP SEE SHT EC4 FOR DETAIL TRACT O DE TRACT L DE 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 11+50 36.03 LF 30" RCP @ 4.96%FES C4STA 11+24.45INV. 4930.40 (S)INLET C3 (SUMP)STA 10+85.92FL. EL 4933.4±INV. IN 4928.61 (N)INV. OUT 4928.61 (S)36.00 LF 30" RCP @ 0.50%INLET C2 (SUMP)STA 10+49.92FL. EL 4933.4±INV. IN 4928.43 (N)INV. OUT 4928.43 (S)47.76 LF 36" RCP @ 0.50%FES C1STA 10+00.00INV. 4928.19 (N)4927.944928.064928.194932.154933.414933.764934.124930.434931.138" PVC SANITARYSTA.= 10+67.92T.O.P.= 4925.348" PVC WATERSTA.= 10+57.92T.O.P.= 4926.71EXISTING GROUND PROPOSED GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 100-YR HGL 18" MIN. KEYMAP NORTH STORM C ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 SD9 PLAN AND PROFILESTORM DRAIN B & C52 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR SCOUR STOP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per Detail STORM B B C PROFILE SCALE:PROFILE SCALE: PUBLIC PUBLIC G G G G G G G G G G G G G 10+0042.43 LF 15" RCP @ 6.00% INLET E2 (SUMP) STA 10+42.43 N: 98127.76 E: 204523.93 FES E1 STA 10+00.00 N: 98085.34 E: 204523.01 PROPOSED SCOUR STOP SEE SHT EC4 FOR DETAIL TRACT N UDA&EAE TRACT O DE 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00FES E1STA 10+00.00INV. 4924.53 (N)42.43 LF 15" RCP @ 6.00%INLET E2 (SUMP)STA 10+42.43FL. EL 4933.3±INV. OUT 4927.08 (S)4924.674930.784933.52EXISTING GROUND PROPOSED GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 100-YR HGL KEYMAP NORTH STORM E ( IN FEET ) 0 Click on the visibility grip and select the scale. SD10PLAN AND PROFILESTORM DRAIN E53 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR SCOUR STOP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per Detail E D PROFILE SCALE: PRIVATE WWSSSSSS2WSSSSSS2WS2W2WSWWSSSSSS2WSSSSSS2WS2W2WS2W2W2W2WGGGGGGGGG G G G G G G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEE E EEEE E ET T TBONSAILN LINE LN10+0011+0012+0013+00 LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 BLOCK 16 BLOCK 17 BLOCK 18 INLET F2 STA 10+02.41 N: 98449.53 E: 204710.26 FES F1 STA 9+70.69 N: 98449.48 E: 204741.98 INLET F5 STA 13+22.66 N: 98450.07 E: 204390.01 INLET F4 STA 12+13.66 N: 98449.88 E: 204499.01 INLET F3 STA 11+15.41 N: 98449.72 E: 204597.26 113.00 LF 15" HDPE @ 0.50%98.25 LF 15" HDPE @ 0.74%109.00 LF 15" HDPE @ 1.31% LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 1 LOT 7 LOT 1 BLOCK 19 31.72 LF 15" HDPE @ 0.50% 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+0013+50 4932.744933.054934.624935.274936.244937.194937.224936.854937.354937.494937.424938.104938.604938.834938.304936.734936.85EXISTING GROUND PROPOSED GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 113.00 LF 15" HDPE @ 0.50%INLET F3STA 11+15.41FL. EL 4936.7±INV. IN 4932.74 (W)INV. OUT 4932.74 (E)98.25 LF 15" HDPE @ 0.74%INLET F4STA 12+13.66FL. EL 4937.8±INV. IN 4933.47 (W)INV. OUT 4933.47 (E)109.00 LF 15" HDPE @ 1.31%INLET F5STA 13+22.66FL. EL 4936.7±INV. OUT 4934.89 (E)FES F1STA 9+70.69FL. EL 4933.5±INV. IN 4932.02 (W)INLET F2STA 10+02.41FL. EL 4934.4±INV. IN 4932.18 (W)INV. OUT 4932.18 (E)8" PVC WATERSTA.= 12+99.66T.O.P.= 4932.998" PVC WATERSTA.= 10+92.41T.O.P.= 4930.088" PVC SANITARYSTA.= 12+89.66T.O.P.= 4924.338" PVC SANITARYSTA.= 10+82.41T.O.P.= 4925.46100-YR HGL 18" MIN. 18" MIN. NORTH ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROFILE SCALE: SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC4 FOR SCOUR STOP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per Detail STORM DRAIN F SD11PLAN AND PROFILESTORM DRAIN F54 PRIVATE WWWWWWUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G GGGGGGGGGEE EEEEEEEEEEEEEEEEEEEE E E EEEEEVAULTE E E E E E E E E E E E E E E E VAULT EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECLEANOUT U3 INV. OUT=4928.70 (S) N: 98342.37 E: 203973.15 CLEANOUT U2 INV. IN=4928.40 (N) INV. OUT=4928.40 (E) N: 98191.26 E: 203972.99 BASIN A4-2N-3 INV. IN=4929.23 (N) INV. IN=4929.46 (W) INV. OUT=4929.46 (E) N: 98185.69 E: 203952.10 BASIN A4-2N-2 INV. IN=4929.44 (W) INV. IN=4929.44 (N) INV. OUT=4929.44 (E) N: 98185.68 E: 203960.02 BASIN A4-2N-1 INV. IN=4929.42 (W) INV. IN=4929.42 (N) INV. OUT=4929.42 (E) N: 98185.66 E: 203967.94 BASIN A4-2N INV. IN=4929.40 (W) INV. IN=4929.40 (N) INV. OUT=4929.40 (S) N: 98185.64 E: 203979.87 BASIN A4-2N-4 INV. IN=4929.48 (W) INV. IN=4929.48 (N) INV. OUT=4929.48 (E) N: 98185.69 E: 203944.19 STMH U1 INV. IN=4926.00 (W) INV. IN=4923.58 (N) INV. OUT=4923.58 (S) ST JUNCTION A4_WQ WEIR WQ WEIR ELEV = 4929.81 INV. IN=4928.31 (W) INV. IN=4929.31 (N) INV. IN=4929.31 (S) INV. OUT=4928.31 (E) N: 98151.77 E: 203980.20 INLET A4-1N (SUMP) INV. IN=4929.34 (N) INV. OUT=4929.34 (S) N: 98156.75 E: 203980.20 END CAP1 A4-2N-4 INV. IN=4929.49 (N) INV. OUT=4929.49 (S) N: 98190.11 E: 203944.14 END CAP1 A4-2N-3 INV. IN=4929.24 (N) INV. OUT=4929.24 (S) N: 98190.10 E: 203952.05 END CAP1 A4-2N-2 INV. IN=4929.45 (N) INV. OUT=4929.45 (S) N: 98190.09 E: 203959.97 END CAP1 A4-2N-1 INV. IN=4929.43 (N) INV. OUT=4929.43 (S) N: 98190.07 E: 203967.89 END CAP2 A4-2N-4 INV. OUT=4929.79 (S) N: 98341.44 E: 203944.32 END CAP2 A4-2N-3 INV. OUT=4929.54 (S) N: 98341.43 E: 203952.24 END CAP2 A4-2N-2 INV. OUT=4929.75 (S) N: 98341.43 E: 203960.15 END CAP2 A4-2N-1 INV. OUT=4929.73 (S) N: 98341.42 E: 203968.07 28.89 LF 24" HDPE @ 0.20% 4.99 LF 24" RCP @ 0.50%62.17 LF 6" PVC @ 3.86%151.12 LF 6" PERF. PVC @ 0.20% 4.41 LF 18" HDPE @ 0.20% 23 - MC-3500 STORMTECH ISOLATOR CHAMBERS 4.41 LF 18" HDPE @ 0.20% 23 - MC-3500 STORMTECH ISOLATOR CHAMBERS 4.42 LF 18" HDPE @ 0.20% 23 - MC-3500 STORMTECH ISOLATOR CHAMBERS 4.42 LF 18" HDPE @ 0.20% 23 - MC-3500 STORMTECH ISOLATOR CHAMBERS 11.93 LF 18" RCP @ 0.20% 7.92 LF 18" RCP @ 0.20% 7.92 LF 18" RCP @ 0.20% 7.92 LF 18" RCP @ 0.20% 371.75 LF 24" HDPE @ 0.20% 3 4 . 9 3FG 28.60 SG 34.7 6 FG 28.51 SG 38.26FG28.92 SG 3 8 . 0 2 FG 28.83 SG0.3%0.3%0.3%0.3%SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTEXISTING STORM DRAIN EXISTING SANITARY SEWER PROPOSED WATERLINE 63' ROW 9' UTILITY EASEMENT 5' SIDEWALK PROPOSED EDGE OF SUBGRADE 0.2% 0.2%0.2%0.2%58' ROW 9' UTILITY EASEMENT PROPOSED INSPECTION PORT (TYP.) END CAP2 A4-2N-5 INV. OUT=4929.81 (S) N: 98341.45 E: 203936.40 23 - MC-3500 STORMTECH ISOLATOR CHAMBERS BASIN A4-2N-5 INV. IN=4929.50 (N) INV. OUT=4929.50 (E) N: 98185.70 E: 203936.27 7.92 LF 18" HDPE @ 0.20% END CAP1 A4-2N-5 INV. IN=4929.51 (N) INV. OUT=4929.51 (S) N: 98190.12 E: 203936.22 4.42 LF 18" HDPE @ 0.20% SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP NORTH ( IN FEET ) 010 10 20 30 1 INCH = 10 FEET SD12 LEGEND: ST 1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE REQUIREMENTS. 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LODLIMITS OF DEVELOPMENT PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES SD12SUBGRADE PLAN55 WEEPING WILLOW DRIVESSSSSWWWWWWSSSSSSIRRIRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR WWWW WWWW WWW WSSSS SSS SS SS SS SSSSSWSWSW WWWWWWWWG G GGGGGGGG G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGEEEEEEE E EEEE E E E EEEEEEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULTVAULTEVAULTVAULTE E E E E E VAULTVAULTEEEEEEEE E E E E E FOHYDELECBRKREXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUWEEPING WILLOW DRIVE IR OUTLET A1 STA 10+00.00 N: 97998.76 E: 203531.00 IRMH A2 STA 10+95.25 N: 98094.01 E: 203531.16 98.54 LF 2 4 " H D P E @ 0 . 5 0 % 95.25 LF 24" HDPE @ 0.50% IRMH A3 STA 11+93.79 N: 98190.05 E: 203509.08 336.00 LF 24" HDPE @ 2.34% IRMH A4 STA 15+29.79 N: 98526.05 E: 203509.64 98.54 L F 2 4 " H D P E @ 0 . 5 0 % WEEPING WILLOW DRIVE HORNED LARK STREET CRESTED LARK STREETDESERT LARK STREETLOT 5 LOT 4 LOT 2 LOT 1 LOT 19 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 8 LOT 1 LOT 2 LOT 4 LOT 3 LOT 5 LOT 1LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 10 LOT 11 LOT 12LOT 7 LOT 8 LOT 9 TRACT V DE 10+0011+00 12+0013+0014+0015+00 16+00 17+00 18+00BLOCK 10 BLOCK 9 20' 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENTBLOCK 2BLOCK 8BLOCK 720' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+5010+0011+0012+0013+0014+0015+0016+00 4935.994937.754939.444938.964938.534938.444938.924939.474939.994940.504940.974941.434941.714941.924942.184942.484942.794943.094943.404943.734944.074944.314943.8598.54 LF 24" HDPE @ 0.50%IRMH A4STA 15+29.79RIM 4944.1±INV. IN 4934.89 (N)INV. OUT 4934.89 (S)336.00 L F 2 4 " H D P E @ 2 . 3 4 %IRMH A3STA 11+93.79RIM 4939.3±INV. IN 4927.04 (N)INV. OUT 4927.04 (S)98.54 LF 24" HDPE @ 0.50%IRMH A2STA 10+95.25RIM 4939.0±INV. IN 4926.55 (N)INV. OUT 4926.59 (S)95.25 LF 24" HDPE @ 0.50%IR OUTLET A1STA 10+00.00RIM 4937.0±INV. IN 4926.11 (N)PROPOSED GROUND EXISTING GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 36" RCP STORMSTA.= 11+55.30INV.= 4931.018" PVC SANITARYSTA.= 11+45.03T.O.P.= 4922.9418" MIN. SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP NORTH IRRIGATION AMATCHLINESTA16+00STAMATCH LINESEE SHEET16+00IR2( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: IR1 PLAN AND PROFILEIRRIGATION A56 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL IRRIGATION MANHOLES SHALL BE 4' DIAMETER 3.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV GGS S S S S S S SSSSWWWWWWWWSIRR IRR IRR IRR IRRIRRIRRIRRIRRWWWWWWW WWWWSSSSSS S S S S S SW WWWWWWGG G G G G G G G G G G GGGGGGGGGGGGGGGG G G G GGGGGGGGG GGGGGGGEEEEEEEEEEEEEEEEEE EEEEE EEE EE E E E EEEEEEEE EEVAULT VAULTE EE EEEEEFO HY DX X X X X X X X X XXXXXXXXXX FALCON RIDGE DRIVE WEEPING WILLOW DRIVEIRMH A5 STA 16+28.34 N: 98622.01 E: 203532.05 75.50 LF 24" HDPE @ 0.50% IRMH A6 STA 17+03.84 N: 98697.51 E: 203532.18 163.53 LF 24" HDPE @ 0.35% IRMH A8 STA 19+04.87 N: 98735.28 E: 203368.21 DUSKYLARKSTREETWEEPING WILLOW DRIVEHORNED LARK STREETLACEBARKLNCRESTED LARK STREET LOT 5LOT 4 LOT 3 LOT 2LOT 1LOT 19 LOT 6 LOT 7 15+0016+0017+0018+00 LOT 14 LOT 18LOT 17LOT 16 LOT 15 LOT 13 LOT 6 LOT 7LOT 6 LOT 9 LOT 10 LOT 7 BLOCK 9BLOCK 1 TRACT A 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT TRACT B DE BLOCK 10BLOCK 11IRMH A7 STA 18+67.37 N: 98697.78 E: 203368.65 37.50 LF 24" HDPE @ 0.50% TIE TO EXISTING IRRIGATION LINE WITH PROPOSED MANHOLE 4925 4930 4935 4940 4945 4950 4955 4960 4965 4925 4930 4935 4940 4945 4950 4955 4960 4965 16+0017+0018+0019+0019+50 4945.034945.514944.314944.804945.304944.444944.804945.164946.564946.324946.36IRMH A8STA 19+04.87RIM 4945.7±INV. IN 4936.52 (N)INV. OUT 4936.52 (S)163.53 LF 24" HDPE @ 0.35%IRMH A6STA 17+03.84RIM 4944.1±INV. IN 4935.76 (W)INV. OUT 4935.76 (S)IRMH A5STA 16+28.34RIM 4944.4±INV. IN 4935.38 (N)INV. OUT 4935.38 (S)75.50 LF 24" HDPE @ 0.50% PROPOSED GROUND EXISTING GROUND PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINEIRMH A7STA 18+67.37RIM 4946.4±INV. IN 4936.34 (N)INV. OUT 4936.34 (E)37.50 LF 24" HDPE @ 0.50% SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP NORTH IRRIGATION A CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. MAT C H LIN E STA 16+ 0 0 STAMATCH LINESEE SHEET16+00IR1( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: IR2 PLAN AND PROFILEIRRIGATION A57 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL IRRIGATION MANHOLES SHALL BE 4' DIAMETER 3.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. GS W IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRRWWSSSSSS2WSSSS2WS2W2WS2W2WGGGGGG G G G G G G G G G GGGG GGGGGGGGGGE E EEEEEEEEEEVAULT VAULT VAULTEEEEEE E E E E E E E E E E E E E EEEEEEE WWSS WWSS WWSS WWSS WWSS W SWSS E EE E EELEC ELEC ELEC BRKRE VAULT F.O. FOHYDFESXX X X FOFOFOFOFOFOFOFOFOFOXXXXXXXXXWWWWWWWWXX XCORONA AVENUECRESTED LARK STREETCORONA AVETIMBERLINE ROAD10+0011+0012+0013+0014+0012.34 LF 24" HDPE @ 2.00% IR INLET B4 STA 14+46.50 N: 98707.80 E: 204750.46 IRMH B3 STA 14+34.17 N: 98695.46 E: 204750.44 217.03 LF 24" HDPE @ 2.74% IRMH B2 STA 12+17.14 N: 98695.10 E: 204967.47 217.15 LF 24" HDPE @ 0.50% IR OUTLET B1 STA 10+00.00 N: 98477.95 E: 204967.11 LOT 6LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2 TRACT T DE TRACT U DE LOT 2 LOT 4 LOT 3 LOT 6 LOT 5 LOT 7 LOT 6 LOT 4 LOT 5 LOT 2 LOT 3 LOT 1 LOT 14 TRACT D DE TRACT L DE BLOCK 4BLOCK 3 BLOCK 17BLOCK 18LINE LN30' 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+5010+0011+0012+0013+0014+0015+00 IR INLET B4STA 14+46.50RIM 4941.9±INV. OUT 4937.42 (S)12.34 LF 24" HDPE @ 2.00%IRMH B3STA 14+34.17RIM 4943.0±INV. IN 4937.17 (N)INV. OUT 4937.17 (E)217.03 L F 2 4 " H D P E @ 2 . 7 4 %IRMH B2STA 12+17.14RIM 4939.6±INV. IN 4931.23 (W)INV. OUT 4931.23 (S)217.15 LF 24" HDPE @ 0.50%IR OUTLET B1STA 10+00.00RIM 4939.3±INV. IN 4930.15 (N)4938.884939.034939.294934.954935.674936.114935.784936.444936.754937.274937.794939.734940.094940.534941.004941.364941.734942.164942.604942.91PROPOSED GROUND EXISTING GROUND 8" PVC SANITARY STA.=10+93.19 INV.=4926.61 EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 8" PVC WATER STA.=10+83.13 TOP=4928.92 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 KEYMAP NORTH IRRIGATION B CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: IR3 PLAN AND PROFILEIRRIGATION B58 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL IRRIGATION MANHOLES SHALL BE 4' DIAMETER 3.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 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 SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV LINDEN PARKP.D.P., 1ST REPLATLOT 18LOT 17LOT 16LOT 15LOT 14LOT 13LINDEN PARKP.D.P., 1ST REPLATSTA. = 10+00.00 (DUSKY LARK STREET) STA. = 12+63.21 (DESERT LARK STREET) DESERT LARK STREET SEE SHEET R5 - R6 ∆DUSKY LARK STREET LOT 12 LOT 18 LOT 17 LOT 16 LOT 14 LOT 15 LOT 13 LOT 5 LOT 5 LOT 3 LOT 6 LOT 2 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 4LOT 3LOT 2 LOT 6 LOT 1 LOT 4 TRACT A30' FL - FL 59' ROW ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER STOP SIGN w/ STREET NAME 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE SIGHT DISTANCE ∆ ∆ ∆ ∆CRESTEDLARKSTREETDESERT LARK STREET SEE SHEET R5 - R6 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004939.784940.684942.144943.604945.064946.524947.104945.674944.174942.674939.594939.954940.324941.054941.414941.784942.514942.874943.244943.964944.334944.694945.424945.794946.154946.884947.144947.214946.804946.424946.054945.304944.924944.554943.804943.424943.054942.324941.974941.622.20% -2.20% -2.00% 2.00% 1.46% -1.50% -1.40%PVI STA = 9+86.17PVI ELEV = 4939.48PVI STA = 10+00.00PVI ELEV = 4939.78PVI STA = 10+13.00PVI ELEV = 4939.49PVI STA = 10+16.00PVI ELEV = 4939.43PVI STA = 10+19.83PVI ELEV = 4939.51PVI STA = 19+02.69PVI ELEV = 4942.63100.0' VC HP ELEV = 4947.21 HP STA = 15+72.13 PVI STA = 15+72.82 PVI ELEV = 4947.58BVCS: 15+22.82BVCE: 4946.85EVCS: 16+22.82EVCE: 4946.83A.D. = 2.96 K = 33.7936" RCP STORMSTA.= 10+10.00INV.= 4933.51PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE PROPOSED GROUND EXISTING GROUND 24" HDPE IRRIGATIONSTA.= 18+17.02INV.= 4935.13STA.=10+00.00 EL. = 4939.780 DESERT LARK STREET STA.=16+71.76 EL. = 4946.098 WEEPING WILLOW DRIVE STA.=19+40.26 EL. = 4942.106 HORNED LARK STREET 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004939.884940.264941.724943.184944.334945.404946.784945.804944.314942.814939.524939.754939.994940.634940.994941.364942.094942.454942.824943.554943.874944.104944.554944.774945.044945.864946.304946.634946.754946.544946.184945.434945.054944.684943.934943.564943.184942.444942.064941.69-1.50% -1.50% 1.46% 1.29%0.91% -1.38% 0.88% 1.46% 2.06% 1.28%1.59% 0.95%PVI STA = 9+86.17PVI ELEV = 4939.57PVI STA = 10+00.00PVI ELEV = 4939.88PVI STA = 10+13.00PVI ELEV = 4939.59PVI STA = 10+16.00PVI ELEV = 4939.43PVI STA = 10+94.00PVI ELEV = 4940.17PVI STA = 13+25.00PVI ELEV = 4943.55PVI STA = 13+52.55PVI ELEV = 4943.90PVI STA = 13+86.25PVI ELEV = 4944.21PVI STA = 14+61.49PVI ELEV = 4944.87PVI STA = 14+86.49PVI ELEV = 4945.19PVI STA = 15+11.49PVI ELEV = 4945.59PVI STA = 15+36.49PVI ELEV = 4946.10PVI STA = 17+08.25PVI ELEV = 4945.68PVI STA = 19+75.42PVI ELEV = 4941.68100.0' VC HP ELEV = 4946.79 HP STA = 16+08.63 PVI STA = 16+09.31 PVI ELEV = 4947.16BVCS: 15+59.31BVCE: 4946.43EVCS: 16+59.31EVCE: 4946.41A.D. = 2.96 K = 33.7936" RCP STORMSTA.= 10+10.00INV.= 4933.6124" HDPE IRRIGATIONSTA.= 18+57.66INV.= 4935.21PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE STA.=10+00.00 EL. = 4939.879 DESERT LARK STREET STA.=17+08.59 EL. = 4945.674 WEEPING WILLOW DRIVE STA.=19+75.42 EL. = 4941.681 HORNED LARK STREET 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004939.684940.264941.724943.184944.784946.404946.384944.874943.374941.894939.344939.644939.944940.634940.994941.364942.094942.454942.824943.554943.914944.284945.314945.674946.044946.674946.764946.664946.004945.624945.254944.504944.124943.754942.994942.624942.244941.544941.194940.831.46%-1.51% 1.21% 1.46% 2.44% -1.50% -1.40% -1.40%PVI STA = 9+86.17PVI ELEV = 4939.38PVI STA = 10+00.00PVI ELEV = 4939.68PVI STA = 10+13.00PVI ELEV = 4939.40PVI STA = 10+16.00PVI ELEV = 4939.23PVI STA = 10+94.00PVI ELEV = 4940.17PVI STA = 13+85.54PVI ELEV = 4944.43PVI STA = 14+16.06PVI ELEV = 4945.18PVI STA = 16+48.53PVI ELEV = 4945.65PVI STA = 18+79.12PVI ELEV = 4942.18PVI STA = 19+14.70PVI ELEV = 4941.68100.0' VC HP ELEV = 4946.76 HP STA = 15+49.20 PVI STA = 15+50.00 PVI ELEV = 4947.13BVCS: 15+00BVCE: 4946.40EVCS: 16+00EVCE: 4946.38A.D. = 2.97 K = 33.71 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND36" RCP STORMSTA.= 10+10.00INV.= 4933.4024" HDPE IRRIGATIONSTA.= 17+89.98INV.= 4935.06STA.=10+00.00 EL. = 4939.681 DESERT LARK STREET STA.=16+48.53 EL. = 4945.645 WEEPING WILLOW DRIVE STA.=19+14.70 EL. = 4941.681 HORNED LARK STREET IRR IRR IRR IRRIRRIRRIRRLOT 15 LOT 14 LOT 13 LOT 12 LINDEN PARK P.D.P., 1ST REPLAT LOT 11 LOT 10 LOT 9 LOT 8 LINDEN PARK P.D.P., 1ST REPLAT CRESTED LARK STREET STA. = 16+71.76 (CRESTED LARK STREET) STA. = 11+31.50 (WEEPING WILLOW DRIVE) STA. = 19+40.26 (CRESTED LARK STREET) STA. = 10+00.00 (HORNED LARK STREET) HORNED LARK STREET SEE SHEET R10 WEEPING WILLOW DRIVE SEE SHEETS R11 - R12 5' SIDEWALK CRESTED LARK STREET LOT 6 LOT 18LOT 17 LOT 5 BLOCK 1 LOT 1 LOT 5LOT 4LOT 3LOT 2 LOT 6 LOT 7LOT 7 TRACT B DE BLOCK 10BLOCK 9 LOT 19LOT 18 LOT 17 5' SIDEWALK 58' ROW 30' FL - FL 87.4° 92.6° 58' ROW 30' FL - FL ROLL OVER CURB & GUTTER VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER ROLL OVER CURB & GUTTER 9' UTILITY EASEMENT 9' UTILITY EASEMENT WEEPING WILLOW DRIVE SEE SHEETS R11 - R12 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 MATCH LINE STA 15+00 DUSKY LARK STREET R1 PLAN AND PROFILEDUSKY LARK STREET & CRESTED LARK STREET59 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) R2 R3 R1 R1 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 RMATCHLINESTA15+00MATCHLINESTA20+00CRESTED LARK STREET NORTHNORTH RED WILLOWDRIVEDSTSTSTSTST STSTA. = 20+72.76 (CRESTED LARK STREET) STA. = 10+00.00 (ALLEY K) LINDEN PARK P.D.P., 1ST REPLAT LOT 7 LOT 6 LOT 5 LINDEN PARK P.D.P., 1ST REPLAT LOT 4 LOT 3 LOT 2 LINDEN PARK P.D.P., 1ST REPLAT LOT 1 CRESTED LARK STREET 58' ROW TRACT I UDA&EAE LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7LOT 2LOT 10 BLOCK 2 BLOCK 3 STA. = 23+24.26 (CRESTED LARK STREET) STA. = 11+31.50 (RED WILLOW DRIVE) STA. = 24+53.76 (CRESTED LARK STREET) STA. = 10+00.00 (TULIPWOOD LANE) STA. = 25+83.26 (CRESTED LARK STREET) STA. = 28+56.69 (MASKED LARK STREET) STA. = 27+14.51 (CRESTED LARK STREET) STA. = 10+00.00 (BONSAI LANE) STA. = 29+21.76 (CRESTED LARK STREET) STA. = 11+31.50 (CORONA AVENUE) STA. = 10+00.00 (LINE LN) CORONA AVENUE SEE SHEET R3 BONSAI LN SEE SHEET R16 MASKED LARK STREET SEE SHEETS R5 - R6 LINE LN SEE SHEET R16 RED WILLOW DRIVE SEE SHEETS R13 - R14 LACEBARK LN SEE SHEET R15 TULIPWOOD LN SEE SHEET R15 CORONA AVE5' SIDEWALK TRACT H LOT 1 LOT 2LOT 11LOT 8 LOT 9 LOT 10 LOT 13LOT 12 LOT 14 LOT 9 LOT 10 LOT 1 LOT 2 LOT 6 LOT 5 LOT 7 BLOCK 13BLOCK 14BLOCK 15LOT 2 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 BLOCK 18BLOCK 17BLOCK 16VERTICAL CURB & GUTTER ROLL OVER CURB & GUTTER VERTICAL CURB & GUTTER LOT 7LOT 6 LOT 8 LOT 9 LOT 10 LOT 2 TRACT G DAE BLOCK 12BLOCK 11 30' FL - FL 9' UTILITY EASEMENT EXISTING 30" STORM DRAIN VERTICAL CURB & GUTTER ROLL OVER CURB & GUTTER VERTICAL CURB & GUTTER RED WILLOW DRIVE SEE SHEETS R13 - R14 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+004939.864938.464937.744938.574939.414940.254941.104941.914941.284940.924940.564940.214939.514939.164938.814938.114937.804937.674937.944938.154938.364938.784938.994939.204939.624939.834940.044940.464940.674940.884941.314941.524941.734941.954941.864941.624940.924940.574940.220.84%-1.40% -1.41% 100.0' VC HP ELEV = 4941.95 HP STA = 28+20.74 PVI STA = 28+33.38 PVI ELEV = 4942.22 BVCS: 27+83.38BVCE: 4941.80EVCS: 28+83.38EVCE: 4941.51A.D. = 2.25 K = 44.41 72.8' VC LP ELEV = 4937.67 LP STA = 22+79.02 PVI STA = 22+69.89 PVI ELEV = 4937.48 BCVS: 22+33.47BVCE: 4937.99ECVS: 23+06.31EVCE: 4937.78A.D. = 2.25 K = 32.43 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE PROPOSED GROUND EXISTING GROUND24" RCP STORMSTA.= 22+77.58INV.= 4930.21STA.=24+24.26 EL. = 4938.775 RED WILLOW DRIVE STA.=25+83.26 EL. = 4940.113 MASKED LARK STREET STA.=29+21.76 EL. = 4940.971 CORONA LANE LINE LN 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+004939.964938.564937.304937.844938.684939.524940.364941.214941.344939.974941.004940.654940.314939.614939.264938.914938.214937.864937.514937.274937.424937.634938.054938.264938.474938.894939.104939.314939.734939.944940.154940.574940.784941.004941.414941.534941.504941.034940.684940.330.84% 0.84% 0.84%-1.41% 0.84% -1.38% -1.40% -1.41%PVI STA = 21+09.92PVI ELEV = 4939.83PVI STA = 24+90.92PVI ELEV = 4938.60PVI STA = 26+20.42PVI ELEV = 4939.69PVI STA = 27+51.67PVI ELEV = 4940.80PVI STA = 29+58.93PVI ELEV = 4940.55100.0' VC HP ELEV = 4941.54 HP STA = 28+57.90 PVI STA = 28+70.54 PVI ELEV = 4941.80 BVCS: 28+20.54BVCE: 4941.38EVCS: 29+20.54EVCE: 4941.09A.D. = 2.25 K = 44.41 75.0' VC LP ELEV = 4937.26 LP STA = 23+16.46 PVI STA = 23+07.06 PVI ELEV = 4937.06 BCVS: 22+69.56BVCE: 4937.58ECVS: 23+44.56EVCE: 4937.37A.D. = 2.25 K = 33.40 INLET A4-4N (SUMP) INV. IN=4930.28 (N) INV. OUT=4930.28 (S) PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND STA.=23+61.42 EL. = 4937.515 RED WILLOW DRIVE STA.=26+20.42 EL. = 4939.694 MASKED LARK STREET STA.=29+58.93 EL. = 4940.552 CORONA LANE 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+004939.084937.674937.484938.324939.184940.024940.844941.504940.504939.104940.134939.784939.434938.734938.384938.034937.364937.234937.284937.694937.904938.114938.534938.744938.964939.394939.614939.824940.234940.434940.634941.054941.264941.454941.424941.194940.854940.154939.804939.450.87% 0.82% 0.84% -1.40% -1.40% 0.84% 0.84% -1.40%PVI STA = 20+49.20PVI ELEV = 4939.79PVI STA = 23+00.70PVI ELEV = 4937.48PVI STA = 24+30.20PVI ELEV = 4938.57PVI STA = 25+59.70PVI ELEV = 4939.69PVI STA = 26+90.95PVI ELEV = 4940.76100.0' VC HP ELEV = 4941.50 HP STA = 27+97.37 PVI STA = 28+09.81 PVI ELEV = 4941.76 BVCS: 27+59.81BVCE: 4941.34EVCS: 28+59.81EVCE: 4941.07A.D. = 2.24 K = 44.64 75.0' VC LP ELEV = 4937.22 LP STA = 22+55.73 PVI STA = 22+46.33 PVI ELEV = 4937.02 BCVS: 22+08.83BVCE: 4937.55ECVS: 22+83.83EVCE: 4937.34A.D. = 2.25 K = 33.40 INLET A4-4N (SUMP) INV. IN=4930.28 (N) INV. OUT=4930.28 (S) PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINEPROPOSED GROUND EXISTING GROUND STA.=23+00.70 EL. = 4937.481 RED WILLOW DRIVE STA.=25+59.70 EL. = 4939.695 MASKED LARK STREET STA.=28+98.20 EL. = 4940.528 LINE LN SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101MATCHLINESTA30+00R2 PLAN AND PROFILECRESTED LARK STREET60 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) R2 R3 R1 R1MATCHLINE STA20+00CALL 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 CRESTED LARK STREET IRR IRR IRR IRR IRRIRRIRRIRRFE SXCRESTED LARK STREET LINDEN PARK P.D.P., 1ST REPLAT LOT 1 TRACT D DE LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 6 TIMBERLINE ROADBLOCK 4 BLOCK 4 5' SIDEWALK 5' SIDEWALK TRACT L DE LOT 3 58' ROW30' FL - FL 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT15' UTILITYEASEMENT24" IRRIGATION LATERAL 6' SIDEWALKR50' ∆FESCORONA AVENUE LINE LN SEE SHEET R16 CRESTED LARK STREET SEE SHEETS R1 - R3 LINDEN PARKP.D.P., 1ST REPLATLOT 3LOT 2LINDEN PARKP.D.P., 1STREPLATLOT 159' ROW 30' FL-FL LOT 7LOT 6TRACT J AE TRACT K UDA&EAE LOT 2LOT 3LOT 1LOT 6LOT 5LOT 7LOT 2LOT 3LOT 1LOT 2LOT 4LOT 3LOT 6LOT 4LOT 5BLOCK 16 BLOCK 17 BLOCK 18 LOT 7LOT 1LOT 13 LOT 12 LOT 14 BLOCK 3 LOT 1 LOT 3 LOT 2 BLOCK 4 ROLL OVER CURB & GUTTER TRACT L DE 5' SIDEWALK 5' SIDEWALK 6' CONCRETE PAN STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT STA. = 11+31.50 (CORONA AVENUE) STA. = 10+00.00 (LINE LN) STA. = 29+21.76 (CRESTED LARK STREET) CONNECT TO EXISTING PAVEMENT 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 30+00 31+00 32+00 33+00 34+00 35+00 36+004938.464936.864935.924939.514939.164938.814938.104937.694937.284936.454936.034935.624936.354936.75-1.41% 1.60% 1.70% -1.66%PVI STA = 31+27.66PVI ELEV = 4938.07PVI STA = 32+78.50PVI ELEV = 4935.56PVI STA = 33+22.14PVI ELEV = 4936.30PVI STA = 33+66.14PVI ELEV = 4937.00PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE EXISTING GRADE STA.=35+26.88 EL. = 4938.384 TIMBERLINE ROAD 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 30+00 31+00 32+00 33+00 34+00 35+00 36+004938.564937.064935.734939.624939.274938.914938.214937.864937.484936.654936.254935.934935.704935.82-1.41% -0.50%0.50%-1.00% -1.45% -1.66%PVI STA = 31+64.83PVI ELEV = 4937.65PVI STA = 32+40.67PVI ELEV = 4936.39PVI STA = 32+65.67PVI ELEV = 4936.02PVI STA = 32+90.67PVI ELEV = 4935.78PVI STA = 33+15.67PVI ELEV = 4935.65PVI STA = 33+58.96PVI ELEV = 4935.87PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 30+00 31+00 32+00 33+00 34+00 35+00 36+004937.714935.974938.754938.404938.054937.304936.884936.404935.674935.494935.57-1.40% 0.50%1.00% -1.66% -2.03% -1.50% -0.50%-1.00%PVI STA = 31+04.10PVI ELEV = 4937.65PVI STA = 31+54.94PVI ELEV = 4936.80PVI STA = 31+84.95PVI ELEV = 4936.19PVI STA = 32+09.95PVI ELEV = 4935.82PVI STA = 32+34.94PVI ELEV = 4935.57PVI STA = 32+54.94PVI ELEV = 4935.47PVI STA = 32+74.91PVI ELEV = 4935.57PVI STA = 32+98.26PVI ELEV = 4935.80PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+00 10+00 11+00 12+004944.624943.804942.864942.044941.284940.99-2.41% -2.91% -3.50% -3.05 % -3.75% -4.01%PVI STA = 9+83.21PVI ELEV = 4945.03PVI STA = 10+00.00PVI ELEV = 4944.62PVI STA = 10+13.88PVI ELEV = 4944.22PVI STA = 11+19.88PVI ELEV = 4940.88PVI STA = 11+33.71PVI ELEV = 4941.18PVI STA = 11+46.71PVI ELEV = 4940.90PVI STA = 10+63.88PVI ELEV = 4942.38PVI STA = 11+16.88PVI ELEV = 4940.76PVI STA = 10+27.22PVI ELEV = 4943.72PVI STA = 10+38.88PVI ELEV = 4943.25PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE STA.=10+00.00 EL. = 4944.624 CORONA AVENUE STA.=11+33.71 EL. = 4941.182 CRESTED LARK STREET 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+00 10+00 11+00 12+004944.764943.894942.904941.934941.034940.52-3.64% -4.01% -3.30% -3.75% -4.01% -3.6 0 %PVI STA = 9+84.97PVI ELEV = 4945.31PVI STA = 10+00.00PVI ELEV = 4944.76PVI STA = 11+48.93PVI ELEV = 4940.47PVI STA = 11+22.09PVI ELEV = 4940.45PVI STA = 11+35.93PVI ELEV = 4940.76PVI STA = 10+66.09PVI ELEV = 4942.25PVI STA = 10+14.43PVI ELEV = 4944.28PVI STA = 10+29.43PVI ELEV = 4943.72PVI STA = 10+41.09PVI ELEV = 4943.25PVI STA = 11+19.09PVI ELEV = 4940.34PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE STA.=10+00.00 EL. = 4944.864 CORONA AVENUE STA.=11+35.93 EL. = 4940.759 CRESTED LARK STREET 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+00 10+00 11+00 12+00 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 4945.084944.144943.144942.144941.134940.83-3.24% -2.00% 2.00% 2.20% -3.7 5 % -4.0 1 %PVI STA = 9+82.39PVI ELEV = 4945.66PVI STA = 9+98.27PVI ELEV = 4945.14PVI STA = 11+14.66PVI ELEV = 4940.61PVI STA = 11+17.66PVI ELEV = 4940.67PVI STA = 11+31.50PVI ELEV = 4940.97PVI STA = 10+25.00PVI ELEV = 4944.14PVI STA = 11+11.66PVI ELEV = 4940.67STA.=9+98.27 EL. = 4945.141 CORONA AVENUE STA.=11+14.66 EL. = 4940.606 CRESTED LARK STREET SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101MATCHLINESTA30+00R3 PLAN AND PROFILECRESTED LARK STREET & CORONA AVENUE61 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH FALCON RIDGE DRIVECALL 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 CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) R2 R3 R1 R1 R3 CRESTED LARK STREET CORONA AVENUE IRR IRR IRR IRR IRRIRRIRRIRRFE SXCRESTED LARK STREET LINDEN PARK P.D.P., 1ST REPLAT LOT 1 TRACT D DE LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 6 TIMBERLINE ROADBLOCK 4 BLOCK 4 5' SIDEWALK 5' SIDEWALK TRACT L DE LOT 3 58' ROW30' FL - FL 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT15' UTILITYEASEMENT24" IRRIGATION LATERAL 6' SIDEWALKR50' ∆ ∆ ∆ 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+00 10+00 11+00 12+00 13+00 14+00 14+50 PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ CUL-DE-SAC FLOWLINE EXISTING GRADE @ CUL-DE-SAC FLOWLINE 4935.874936.124936.374936.624936.874937.124937.374937.624937.674937.424937.174936.924936.674936.414936.134935.851.00% 1.00%-1.00% -1.13%PVI STA = 10+00.00PVI ELEV = 4935.87PVI STA = 11+53.36PVI ELEV = 4937.40PVI STA = 11+90.01PVI ELEV = 4937.77PVI STA = 13+15.78PVI ELEV = 4936.51PVI STA = 13+79.09PVI ELEV = 4935.80SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 R4 PLAN AND PROFILECRESTED LARK STREET CUL-DE-SAC62 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH 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 R2 R3 R1 R1 R3 FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) CRESTED LARK STREET CUL-DE-SAC IRRIRRIRRIRRUDUDUDUD DSTSTSTSTSTST ST DESERT LARK STREET DESERT LARK STREET STA. = 10+00.00 (DESERT LARK STREET) STA. = 15+62.51 (GOLDEN WILLOW DRIVE) STA. = 12+63.21 (DESERT LARK STREET) STA. = 14+31.00 (DUSKY LARK STREET) STA. = 15+29.21 (DESERT LARK STREET) STA. = 15+62.50 (WEEPING WILLOW DRIVE) STA. = 17+97.71 (DESERT LARK STREET) STA. = 14+31.00 (HORNED LARK STREET) STA. = 19+30.21 (DESERT LARK STREET) STA. = 14+31.80 (LACEBARK LN) DUSKY LARK STREET SEE SHEET R1 - R4 RED WILLOW DRIVE SEE SHEETS R13 - R14 HORNED LARK STREET SEE SHEET R10 WEEPING WILLOW DRIVE SEE SHEETS R11 - R12 58' ROW 30' FL-FL ROLL OVER CURB & GUTTER VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER ROLL OVER CURB & GUTTER EXISTING STORM DRAIN EXISTING STORM DRAIN MANHOLE LOT 1 LOT 1 LOT 1LOT 4 LOT 2 LOT 11 LOT 12 LOT 2 LOT 11 LOT 12 LOT 1 LOT 2 LOT 3 LOT 4 LOT 10 LOT 9 LOT 8 LOT 7 LOT 7LOT 4LOT 3 LOT 5 LOT 6 LOT 10LOT 2 LOT 8LOT 8LOT 5LOT 1 LOT 3 LOT 6LOT 2 LOT 7LOT 6 LOT 5 LOT 2 LOT 3 LOT 7 LOT 6 LOT 8 LOT 9 BLOCK 10 BLOCK 9BLOCK 1 BLOCK 6 BLOCK 7 BLOCK 8 TRACT G DAE 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 6' CONCRETE PAN 6' CONCRETE PAN 6' CONCRETE PAN 6' CONCRETE PAN PROPOSED CURB CUT & SIDEWALK CHASE 6' CONCRETE PAN STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 9 SIGHT DISTANCE GOLDEN WILLOW DRIVE SEE SHEETS R8 - R9 LACEBARK LN SEE SHEET R15 STA. = 21+81.71 (DESERT LARK STREET) STA. = 15+62.50 (RED WILLOW DRIVE) 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+004941.714940.864940.204939.544938.884938.534939.064938.284937.264936.254935.234934.264941.354941.184941.024940.694940.534940.364940.034939.874939.704939.374939.214939.044938.714938.574938.514938.644938.814938.984938.994938.784938.534938.024937.774937.524937.014936.764936.504935.994935.744935.494934.984934.734934.474934.164934.164934.27PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 2.20% 0.70% 0.70% -2.20%-0.66% -1.01%PVI STA = 9+86.17PVI ELEV = 4941.41PVI STA = 10+00.00PVI ELEV = 4941.71PVI STA = 10+13.00PVI ELEV = 4941.4375.0' VC HP ELEV = 4939.06 HP STA = 16+00.89 PVI STA = 16+07.75 PVI ELEV = 4939.21 BVCS: 15+70.25BVCE: 4938.95EVCS: 16+45.25EVCE: 4938.83A.D. = 1.71 K = 43.76 100.0' VC LP ELEV = 4938.50 LP STA = 14+81.05 PVI STA = 14+82.57 PVI ELEV = 4938.34 BCVS: 14+32.57BVCE: 4938.66ECVS: 15+32.57EVCE: 4938.69A.D. = 1.36 K = 73.60 100.0' VC LP ELEV = 4934.14 LP STA = 21+37.22 PVI STA = 21+28.04 PVI ELEV = 4933.94 BCVS: 20+78.04BVCE: 4934.44ECVS: 21+78.04EVCE: 4934.29A.D. = 1.71 K = 58.37 PROPOSED GRADE EXISTING GRADE 24" RCP STORMSTA.= 14+85.00INV.= 4933.1624" RCP STORMSTA.= 21+34.64INV.= 4929.3624" HDPE IRRIGATIONSTA.= 16+74.47INV.= 4926.80STA.=10+00.00 EL. = 4941.714 GOLDEN WILLOW DRIVE STA.=12+63.21 EL. = 4939.780 DUSKY LARK STREET STA.=15+29.21 EL. = 4938.662 WEEPING WILLOW DRIVE STA.=17+97.71 EL. = 4937.285 HORNED LARK STREET STA.=19+30.21 EL. = 4935.942 LACEBARK LN STA.=21+81.71 EL. = 4934.311 RED WILLOW DRIVE 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+004941.374940.404939.744939.084938.424938.074938.604937.824936.814935.804934.784933.814940.884940.734940.574940.244940.074939.914939.584939.414939.254938.924938.754938.584938.254938.114938.054938.184938.354938.534938.544938.334938.084937.574937.324937.064936.564936.304936.054935.544935.294935.044934.534934.274934.024933.704933.704933.81-0.51%-0.60% -2.94 % -1.01% -1.01% -0.66% 0.70% -1.01% 0.70% -0.66%PVI STA = 9+84.90PVI ELEV = 4941.46PVI STA = 10+00.00PVI ELEV = 4941.37PVI STA = 10+14.90PVI ELEV = 4940.93PVI STA = 10+34.80PVI ELEV = 4940.83PVI STA = 12+63.24PVI ELEV = 4939.33PVI STA = 17+97.74PVI ELEV = 4936.83PVI STA = 19+30.24PVI ELEV = 4935.4975.0' VC HP ELEV = 4938.60 HP STA = 16+00.91 PVI STA = 16+07.78 PVI ELEV = 4938.76 BVCS: 15+70.28BVCE: 4938.50EVCS: 16+45.28EVCE: 4938.38A.D. = 1.71 K = 43.76 100.0' VC LP ELEV = 4938.05 LP STA = 14+80.42 PVI STA = 14+81.74 PVI ELEV = 4937.88 BCVS: 14+31.74BVCE: 4938.21ECVS: 15+31.74EVCE: 4938.23A.D. = 1.36 K = 73.31 100.0' VC LP ELEV = 4933.69 LP STA = 21+37.25 PVI STA = 21+28.07 PVI ELEV = 4933.48 BCVS: 20+78.07BVCE: 4933.99ECVS: 21+78.07EVCE: 4933.83A.D. = 1.71 K = 58.37 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE24" HDPE IRRIGATIONSTA.= 16+71.02INV.= 4926.88INLET A6-1N (SUMP) INV. OUT=4933.06 (S) INLET A8 (ON-GRADE) INV. OUT=4933.82 (S) INLET A4-1N (SUMP) INV. IN=4929.34 (N) INV. OUT=4929.34 (S) STA.=10+00.00 EL. = 4941.370 GOLDEN WILLOW DRIVE STA.=12+63.24 EL. = 4939.327 DUSTY LARK STREET STA.=15+29.24 EL. = 4938.209 WEEPING WILLOW DRIVE STA.=17+97.74 EL. = 4936.832 HORNED LARK STREET STA.=19+30.24 EL. = 4935.489 LACE BARK LN STA.=21+81.74 EL. = 4933.858 RED WILLOW DRIVE 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+004941.444940.444939.784939.124938.464938.114938.644937.864936.844935.834934.824933.844940.934940.774940.604940.274940.114939.944939.614939.454939.284938.964938.794938.634938.304938.194938.114938.244938.404938.574938.574938.374938.114937.604937.354937.104936.594936.344936.084935.584935.324935.074934.564934.314934.064933.744933.744933.850.00% 0.70% -1.01% -0.66% -3.01 % -0.60% -1.01% -1.01% 0.50%0.70% -0.66% -0.33%-0.23%PVI STA = 9+85.11PVI ELEV = 4941.44PVI STA = 10+00.00PVI ELEV = 4941.44PVI STA = 10+15.11PVI ELEV = 4940.98PVI STA = 10+35.31PVI ELEV = 4940.86PVI STA = 12+63.29PVI ELEV = 4939.36PVI STA = 14+32.65PVI ELEV = 4938.25PVI STA = 14+79.42PVI ELEV = 4938.09PVI STA = 14+90.76PVI ELEV = 4938.07PVI STA = 15+31.80PVI ELEV = 4938.27PVI STA = 17+97.79PVI ELEV = 4936.87PVI STA = 19+30.29PVI ELEV = 4935.5275.0' VC HP ELEV = 4938.64 HP STA = 16+00.42 PVI STA = 16+07.40 PVI ELEV = 4938.80 BVCS: 15+69.90BVCE: 4938.54EVCS: 16+44.90EVCE: 4938.42A.D. = 1.71 K = 43.87 100.0' VC LP ELEV = 4933.72 LP STA = 21+37.31 PVI STA = 21+28.13 PVI ELEV = 4933.52 BCVS: 20+78.13BVCE: 4934.02ECVS: 21+78.13EVCE: 4933.87A.D. = 1.71 K = 58.37 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE24" HDPE IRRIGATIONSTA.= 16+78.03INV.= 4926.72INLET A6-1S (SUMP) INV. IN=4933.46 (S) INV. OUT=4933.46 (N) INLET A4-1S (SUMP) INV. IN=4929.44 (S) INV. OUT=4929.44 (N) STA.=10+00.00 EL. = 4941.439 GOLDEN WILLOW DRIVE STA.=15+29.29 EL. = 4938.259 WEEPING WILLOW DRIVE STA.=21+81.79 EL. = 4933.893 RED WILLOW DRIVE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101MATCHLINESTA22+00R5 PLAN AND PROFILEDESERT LARK STREET63 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 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 DESERT LARK STREET CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) R5 R6 DDDSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTMASKED LARK STREETDESERT LARK STREETSTA. = 25+98.69 (MASKED LARK STREET) STA. = 10+00.00 (OAKLEY STREET) STA. = 28+56.69 (MASKED LARK STREET) STA. = 25+83.26 (CRESTED LARK STREET)OAKLEY STREET SEE SHEET R7 ∆ RED WILLOW DRIVE SEE SHEETS R13 - R14 63' ROW 57' ROW 30' FL-FL VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER TRACT C DELOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 10 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3LOT 5 LOT 4 LOT 1LOT 2LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 LOT 2 BLOCK 19BLOCK 19 BLOCK 3 TRACT O DE BLOCK 13 BLOCK 14 TRACT H UDA 5' SIDEWALK 5' SIDEWALK 36' FL - FL 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED CURB CUT & SIDEWALK CHASE SIGHT DISTANCE SIGHT DISTANCE ∆ ∆ ∆ ∆ STA. = 23+11.21 (DESERT LARK STREET) STA. = 14+31.80 (TULIP WOOD LN) TULIPWOOD LN SEE SHEET R15 CRESTED LARK STREET SEE SHEETS R1 - R3 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+504934.444934.614934.704934.654934.454934.204933.984933.944934.094934.424934.794935.164935.544935.914936.284936.664937.034937.414937.784938.154938.534938.854939.084939.284939.484939.684939.97PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 2.20%-2.20% -1.00%0.70% 1.50% 1.00% 0.80%PVI STA = 28+56.69PVI ELEV = 4940.11PVI STA = 28+70.52PVI ELEV = 4939.81PVI STA = 27+14.03PVI ELEV = 4938.74PVI STA = 27+39.03PVI ELEV = 4938.99PVI STA = 28+43.69PVI ELEV = 4939.8375.0' VC HP ELEV = 4934.70 HP STA = 22+52.96 PVI STA = 22+59.60 PVI ELEV = 4934.86 BVCS: 22+22.10BVCE: 4934.59EVCS: 22+97.10EVCE: 4934.48A.D. = 1.70 K = 44.13 81.0' VC LP ELEV = 4933.93 LP STA = 23+68.36 PVI STA = 23+76.40 PVI ELEV = 4933.69 BCVS: 23+35.92BVCE: 4934.09ECVS: 24+16.88EVCE: 4934.29A.D. = 2.50 K = 32.44 PROPOSED GRADE EXISTING GRADE42" RCP STORMSTA.= 23+74.16INV.= 4926.41STA.=28+56.69 EL. = 4940.113 CRESTED LARK STREET STA.=23+11.21 EL. = 4934.340 TULIP WOOD LN STA.=25+98.69 EL. = 4937.013 OAKLEY STREET 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+504933.994934.164934.254934.194934.004933.754933.544933.494933.644934.214934.674935.044935.424935.794936.164936.544936.914937.294937.664938.034938.354938.574938.774938.974939.254939.85-2.20%2.20% 2.46%0.70% 0.00% 0.62% -1.00% -0.50% 1.50% 1.50% 1.00%0.80%0.80%2.47%PVI STA = 23+40.97PVI ELEV = 4933.59PVI STA = 23+63.38PVI ELEV = 4933.48PVI STA = 23+73.38PVI ELEV = 4933.48PVI STA = 24+02.74PVI ELEV = 4933.66PVI STA = 24+34.07PVI ELEV = 4934.43PVI STA = 25+72.07PVI ELEV = 4936.49PVI STA = 26+87.41PVI ELEV = 4938.22PVI STA = 27+12.41PVI ELEV = 4938.47PVI STA = 27+40.07PVI ELEV = 4938.69PVI STA = 27+95.07PVI ELEV = 4939.13PVI STA = 28+17.07PVI ELEV = 4939.68PVI STA = 28+30.07PVI ELEV = 4939.96PVI STA = 28+43.91PVI ELEV = 4939.6675.0' VC HP ELEV = 4934.25 HP STA = 22+52.99 PVI STA = 22+59.62 PVI ELEV = 4934.40 BVCS: 22+22.12BVCE: 4934.14EVCS: 22+97.12EVCE: 4934.03A.D. = 1.70 K = 44.13 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE INLET A3-1 (SUMP) INV. OUT=4928.24 (S) STA.=28+30.07 EL. = 4939.962 CRESTED LARK STREET STA.=23+11.24 EL. = 4933.887 TULIPWOOD LN 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+504934.024934.194934.274934.204934.004933.764933.544933.414933.454933.644933.874934.104934.364934.744935.204935.584935.964936.334936.714937.084937.454937.834938.204938.464938.664938.974939.404939.874940.13-2.20%2.20%1.30% 0.70%-1.00%-0.97%-0.50%0.00%0.50%0.91% 1.41%1.81% 1.50% 1.50% 1.80% 1.92% 1.00%0.80%PVI STA = 23+11.29PVI ELEV = 4933.89PVI STA = 23+44.58PVI ELEV = 4933.57PVI STA = 23+78.80PVI ELEV = 4933.39PVI STA = 23+88.80PVI ELEV = 4933.39PVI STA = 24+08.80PVI ELEV = 4933.49PVI STA = 24+93.07PVI ELEV = 4934.27PVI STA = 25+18.07PVI ELEV = 4934.62PVI STA = 25+54.06PVI ELEV = 4935.27PVI STA = 26+35.89PVI ELEV = 4936.49PVI STA = 27+51.23PVI ELEV = 4938.22PVI STA = 27+76.23PVI ELEV = 4938.47PVI STA = 28+03.92PVI ELEV = 4938.69PVI STA = 28+28.81PVI ELEV = 4939.02PVI STA = 28+58.88PVI ELEV = 4939.56PVI STA = 28+80.89PVI ELEV = 4939.98PVI STA = 28+93.89PVI ELEV = 4940.26PVI STA = 29+08.39PVI ELEV = 4939.9575.0' VC HP ELEV = 4934.27 HP STA = 22+51.04 PVI STA = 22+57.67 PVI ELEV = 4934.42 BVCS: 22+20.17BVCE: 4934.16EVCS: 22+95.17EVCE: 4934.05A.D. = 1.70 K = 44.14 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE INLET A2 (SUMP) INV. IN=4925.96 (NW) INV. OUT=4925.96 (S) STA.=26+35.89 EL. = 4936.496 OAKLEY STREET STA.=28+93.89 EL. = 4940.264 CRESTED LARK STREET SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 MATCH LINE STA 22+00 R6 PLAN AND PROFILEDESERT LARK STREET & MASKED LARK STREET64 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE DESERT LARK STREET & MASKED LARK STREET R5 R6 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 CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) XOAKLEY STREET STA. = 10+00.00 (OAKLEY STREET) STA. = 25+98.69 (MASKED LARK STREET) STA. = 13+38.50 (OAKLEY STREET) STA. = 12+58.80 (LINE LN) STA. = 15+55.68 (CANE LN) DESERT LARK STREET SEE SHEETS R5 - R6 63' ROW36' FL-FL CURB CUT & SIDEWALK CHASE LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 LOT 6 LOT 4 LOT 5 LOT 7 LOT 8 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 8 TRACT I UDA&EAE LOT 8 TRACT JAELOT 7TRACT K UDA&EAE LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 4 LOT 5 LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 4 LOT 5 LOT 7 TRACT MAETRACT O DE LOT 3 LOT 5 LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 1 LOT 2 LOT 1 LOT 2 LOT 5 LOT 4 TRACT L DE TRACT O DEBLOCK 13BLOCK 14 BLOCK 15 BLOCK 16 BLOCK 18BLOCK 17 BLOCK 19BLOCK 21BLOCK 22TRACT HUDATIMBERLINE ROADSTOP SIGN w/ STREET NAMES PROPOSED TYPE 3 BARRICADE LOT 4 LOT 3 SIGHT DISTANCE VERTICAL CURB & GUTTER CURB CUT & SIDEWALK CHASE STA. = 11+30.00 (OAKLEY STREET) STA. = 12+58.80 (BONSAI LN) STA. = 10+00.00 (BAMBOO LN) BONSAI LN SEE SHEET R16MASKED LARK STREET SEE SHEETS R5 - R6 LINE LN SEE SHEET R16 CANE LN SEE SHEET R17 TULIPWOOD LN SEE SHEET R15 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT BAMBOO LN SEE SHEET R17 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004936.994936.094935.454934.804934.154934.194936.584936.424936.254935.934935.774935.614935.284935.124934.964934.644934.484934.314933.994933.924933.99PVI STA = 9+84.00PVI ELEV = 4936.64PVI STA = 10+00.00PVI ELEV = 4936.99PVI STA = 10+16.00PVI ELEV = 4936.64PVI STA = 15+06.14PVI ELEV = 4934.2575.0' VC LP ELEV = 4933.92 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.77 BCVS: 14+21.14BVCE: 4934.02ECVS: 14+96.14EVCE: 4934.15A.D. = 1.65 K = 45.54 75.0' VC LP ELEV = 4933.92 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.77 BCVS: 14+21.14BVCE: 4934.02ECVS: 14+96.14EVCE: 4934.15A.D. = 1.65 K = 45.54 EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE EXISTING GRADE30" RCP STORMSTA.= 14+50.69INV.= 4928.522.00% 0.60%1.00%-0.60%PVI STA = 19+58.20PVI ELEV = 4935.50PVI STA = 19+38.74PVI ELEV = 4935.1175.0' VC HP ELEV = 4934.61 HP STA = 15+65.46 PVI STA = 15+56.21 PVI ELEV = 4934.75 BVCS: 15+18.71BVCE: 4934.37EVCS: 15+93.71EVCE: 4934.52A.D. = 1.60 K = 46.75 75.0' VC LOW PT ELEV = 4933.89 LOW PT STA = 17+17.47 PVI STA = 17+17.46 PVI ELEV = 4933.77 BVCS: 16+79.96BVCE: 4934.00EVCS: 17+54.96EVCE: 4934.00A.D. = 1.21 K = 62.06 FUTURE GRADE @ ROAD CENTERLINE STA.=10+00.00 EL. = 4936.988 MASKED LARK STREET PROPOSED GRADE @ ROAD CENTERLINE 2.20%-2.20%-0.65% 1.00%STA.=11+30.00 EL. = 4935.899 BONSAI LN BAMBOO LN STA.=13+38.50 EL. = 4934.550 LINE LN CANE LN 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004937.284935.574934.934934.284933.634933.674936.714936.204935.834935.414935.254935.094934.774934.604934.444934.124933.964933.804933.474933.404933.472.20% -0.65% 1.00% -2.20% -2.40 % -1.65% -1.15% -0.65%PVI STA = 9+84.00PVI ELEV = 4936.93PVI STA = 10+00.00PVI ELEV = 4937.28PVI STA = 15+06.14PVI ELEV = 4933.73PVI STA = 10+16.00PVI ELEV = 4936.93PVI STA = 10+38.00PVI ELEV = 4936.40PVI STA = 10+68.00PVI ELEV = 4935.91PVI STA = 10+93.00PVI ELEV = 4935.62PVI STA = 13+38.50PVI ELEV = 4934.0375.0' VC LP ELEV = 4933.40 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.25 BCVS: 14+21.14BVCE: 4933.50ECVS: 14+96.14EVCE: 4933.63A.D. = 1.65 K = 45.54 PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE INLET C3 (SUMP) INV. IN=4928.61 (N) INV. OUT=4928.61 (S) STA.=10+00.00 EL. = 4937.282 MASKED LARK STREET STA.=11+31.25 EL. = 4935.372 BONSAI LN STA.=13+38.50 EL. = 4934.032 LINE LN STA.=14+74.77 EL. = 4933.416 END PROPOSED CURB & GUTTER 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004936.744935.574934.934934.284933.634933.674936.304936.054935.814935.414935.254935.094934.774934.604934.444934.124933.964933.804933.474933.404933.472.20%-0.65% -0.65% 1.00% -2.20% -0.99%PVI STA = 9+84.00PVI ELEV = 4936.39PVI STA = 10+00.00PVI ELEV = 4936.74PVI STA = 13+38.50PVI ELEV = 4934.03PVI STA = 15+06.14PVI ELEV = 4933.73PVI STA = 10+16.00PVI ELEV = 4936.39PVI STA = 10+95.03PVI ELEV = 4935.6175.0' VC LP ELEV = 4933.40 LP STA = 14+50.60 PVI STA = 14+58.64 PVI ELEV = 4933.25 BCVS: 14+21.14BVCE: 4933.50ECVS: 14+96.14EVCE: 4933.63A.D. = 1.65 K = 45.54 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE INLET C2 (SUMP) INV. IN=4928.43 (N) INV. OUT=4928.43 (S) STA.=10+00.00 EL. = 4936.744 MASKED LARK STREET STA.=11+31.25 EL. = 4935.372 BAMBOO LN STA.=13+38.50 EL. = 4934.032 CANE LN STA.=14+84.77 EL. = 4933.516 END PROPOSED CURB & GUTTER SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 R7 PLAN AND PROFILEOAKLEY STREET65 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE OAKLEY STREET R7 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 CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) GOLDEN WILLOW DRIVE LIDGOLDEN WILLOW DRIVELINDEN PARKP.D.P., 1ST REPLATLOT 19LOT 18LOT 17STA. = 15+62.51 (GOLDEN WILLOW DRIVE) STA. = 10+00.00 (DESERT LARK STREET) DESERT LARK STREET SEE SHEETS R5 - R6 59' ROW 30' FL-FL ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER CONNECT TO EXISTING PAVEMENT TRACT E DAE LOT 4 LOT 4LOT 2 LOT 3LOT 1LOT 1 LOT 6LOT 2 LOT 3 LOT 5 LOT 7LOT 5 LOT 6 LOT 8LOT 9LOT 10LOT 11 LOT 1 LOT 2 LOT 6LOT 5 BLOCK 7 6' CONCRETE PAN BLOCK 1 BLOCK 5 BLOCK 6 5' SIDEWALK 5' SIDEWALK LOT 2 LOT 4LOT 3LOT 1 TRACT Q OPEN SPACE LOT 14 89.6°90.4° 9' UTILITY EASEMENT 9' UTILITY EASEMENT 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE -2.00% 2.00% 2.20% -2.20% -2.00% 2.00% 1.00% -0.34%-0.65% -2.73 % -1.00% -20.28% 136.1' VC PVI STA = 10+69.75 PVI ELEV = 4950.54BVCS: 10+01.72BVCE: 4950.98EVCS: 11+37.79EVCE: 4948.69A.D. = 2.08 K = 65.51 75.0' VC PVI STA = 13+23.26 PVI ELEV = 4943.63 BCVS: 12+85.76BVCE: 4944.65ECVS: 13+60.76EVCE: 4943.26A.D. = 1.73 K = 43.45 PROPOSED GRADE EXISTING GRADE 1.00% STA.=10+00.00 EL. = 4950.994 GOLDEN WILLOW DRIVE 4950.994950.794950.494950.104949.614949.024948.354947.674946.994946.314945.634944.954944.294943.764943.384943.114942.864942.614942.364942.114941.864941.614941.444941.444941.594941.844942.094942.34PVI STA = 9+86.26PVI ELEV = 4951.04PVI STA = 15+46.51PVI ELEV = 4941.37PVI STA = 15+49.51PVI ELEV = 4941.43PVI STA = 15+62.51PVI ELEV = 4941.71PVI STA = 15+76.35PVI ELEV = 4941.41PVI STA = 15+79.35PVI ELEV = 4941.35PVI STA = 15+82.35PVI ELEV = 4941.41PVI STA = 16+87.99PVI ELEV = 4942.47PVI STA = 10+00.00PVI ELEV = 4950.99PVI STA = 15+43.51PVI ELEV = 4941.43PVI STA = 16+95.47PVI ELEV = 4940.95STA.=15+62.51 EL. = 4941.714 DESERT LARK STREET STA.=16+87.99 EL. = 4942.466 END PROPOSED STREET 100.0' VC HP ELEV = 4942.63 HP STA = 17+10.80 PVI STA = 17+48.30 PVI ELEV = 4943.07 BVCS: 16+98.30 BVCE: 4942.57 EVCS: 17+98.30 EVCE: 4939.57 A.D. = 8.00 K = 12.50 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004950.474950.224949.824949.264948.584947.904947.224946.544945.854945.174944.494943.844943.324942.944942.684942.434942.184941.934941.674941.414941.164941.054940.994941.164941.414941.674941.93-0.80% -2.20% -2.00% -1.03% 2.00% 2.20% -2.73 % -1.00%-14.64% 1.03% 1.00%PVI STA = 10+00.00PVI ELEV = 4950.67PVI STA = 15+75.10PVI ELEV = 4940.99PVI STA = 15+78.10PVI ELEV = 4940.93PVI STA = 15+45.17PVI ELEV = 4940.95PVI STA = 15+48.26PVI ELEV = 4941.01PVI STA = 15+61.17PVI ELEV = 4941.30PVI STA = 14+42.08PVI ELEV = 4942.01PVI STA = 16+94.13PVI ELEV = 4940.95PVI STA = 16+81.02PVI ELEV = 4941.99PVI STA = 16+86.65PVI ELEV = 4942.0575.0' VC PVI STA = 10+68.41 PVI ELEV = 4950.12BVCS: 10+30.91BVCE: 4950.42EVCS: 11+05.91EVCE: 4949.10A.D. = 1.93 K = 38.88 75.0' VC PVI STA = 13+21.92 PVI ELEV = 4943.21 BCVS: 12+84.42BVCE: 4944.23ECVS: 13+59.42EVCE: 4942.84A.D. = 1.73 K = 43.45 PROPOSED GRADE EXISTING GRADE PROPOSED GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE STA.=16+86.65 EL. = 4942.048 END PROPOSED CURB & GUTTER STA.=15+61.17 EL. = 4941.296 DESERT LARK STREET STA.=10+00.00 EL. = 4950.668 GOLDEN WILLOW DRIVE 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004950.574950.364950.084949.704949.204948.604947.924947.244946.564945.874945.194944.514943.854943.334942.954942.694942.444942.194941.974941.844941.704941.574941.554941.524941.554941.694941.824941.96-2.20% -2.20% -0.84% 2.00% 2.20% -2.73 % -1.00%-20.28% -0.53%0.54% 1.00%PVI STA = 10+00.00PVI ELEV = 4950.57PVI STA = 15+78.53PVI ELEV = 4941.44PVI STA = 15+75.53PVI ELEV = 4941.51PVI STA = 15+48.70PVI ELEV = 4941.52PVI STA = 15+61.80PVI ELEV = 4941.81PVI STA = 14+42.71PVI ELEV = 4942.01PVI STA = 16+94.75PVI ELEV = 4940.53PVI STA = 15+45.70PVI ELEV = 4941.46PVI STA = 16+81.65PVI ELEV = 4941.99PVI STA = 16+87.28PVI ELEV = 4942.05110.0' VC PVI STA = 10+76.30 PVI ELEV = 4949.93BVCS: 10+21.30BVCE: 4950.39EVCS: 11+31.30EVCE: 4948.43A.D. = 1.89 K = 58.31 75.0' VC PVI STA = 13+22.55 PVI ELEV = 4943.21 BCVS: 12+85.05BVCE: 4944.24ECVS: 13+60.05EVCE: 4942.84A.D. = 1.73 K = 43.39 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE STA.=16+87.28 EL. = 4942.048 END PROPOSED CURB & GUTTER STA.=10+00.00 EL. = 4950.574 GOLDEN WILLOW DRIVE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101MATCHLINESTA18+00R8 PLAN AND PROFILEGOLDEN WILLOW DRIVE66 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE R8 R9 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 CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) GOLDEN WILLOW DRIVE LID58' ROW 30' FL-FL LOT 1 LOT 2 LOT 6LOT 5 BLOCK 7 BLOCK 6 TRACT E DAE DESERT LARK STREET SEE SHEETS R5 - R6 ROLL OVER CURB & GUTTER PROPOSED TYPE 3 BARRICADE GOLDEN WILLOW DRIVE VERTICAL CURB & GUTTER 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 18+00 19+00 20+00 21+00 22+00 22+50 FUTURE GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 4932.454925.454919.244937.704935.954934.204930.704928.954927.204923.704922.034920.544918.144917.154916.17FUTURE GRADE EXISTING GRADE -7 . 0 0 % -3.9 5 %PVI STA = 21+95.47PVI ELEV = 4915.36100.0' VC PVI STA = 20+77.86 PVI ELEV = 4920.00 BVCS: 20+27.86BVCE: 4923.50EVCS: 21+27.86EVCE: 4918.03A.D. = 3.05 K = 32.75 -7 . 0 0 % -3.9 5 %PVI STA = 21+95.47PVI ELEV = 4915.36100.0' VC PVI STA = 20+77.86 PVI ELEV = 4920.00 BVCS: 20+27.86BVCE: 4923.50EVCS: 21+27.86EVCE: 4918.03A.D. = 3.05 K = 32.75 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101MATCHLINESTA18+00R9 PLAN AND PROFILEGOLDEN WILLOW DRIVE67 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft.STAMATCH LINESEE SHEET18+00R8KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) GOLDEN WILLOW DRIVE R8 R9 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 IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR HORNED LARK STREET STA. = 10+00.00 (HORNED LARK STREET) STA. = 19+40.26 (CRESTED LARK STREET) STA. = 14+31.00 (HORNED LARK STREET) STA. = 17+97.71 (DESERT LARK STREET) DESERT LARK STREET SEE SHEETS R5 - R6 LACEBARK LN SEE SHEET R15 CRESTED LARK STREET SEE SHEETS R1 - R3 CRESTED LARK STREET SEE SHEETS R1 - R3 DESERT LARK STREET SEE SHEETS R5 - R6 58' ROW 30' FL-FL ROLL OVER CURB & GUTTER VERTICAL CURB & GUTTER LOT 1 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 4 LOT 3 LOT 5 LOT 6 LOT 2LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 10 LOT 11 LOT 12LOT 7 LOT 8 LOT 9 LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 BLOCK 2 BLOCK 8 BLOCK 10 BLOCK 11 6' CONCRETE PAN 5' SIDEWALK 5' SIDEWALK STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCESIGHT DISTANCE 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+004942.114941.674941.374941.074940.774940.474940.164939.864939.564939.264938.964938.654938.354938.054937.754937.454937.142.20%-2.20% -2.00% -2.20% 2.00% 2.20% -1.21%PVI STA = 9+86.17PVI ELEV = 4941.80PVI STA = 10+00.00PVI ELEV = 4942.11PVI STA = 10+13.00PVI ELEV = 4941.82PVI STA = 14+15.00PVI ELEV = 4936.94PVI STA = 14+44.83PVI ELEV = 4936.98PVI STA = 14+18.00PVI ELEV = 4937.00PVI STA = 14+31.00PVI ELEV = 4937.29PVI STA = 14+12.00PVI ELEV = 4937.00PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 14+21.00INV.= 4930.35STA.=10+00.00 EL. = 4942.106 CRESTED LARK STREET STA.=14+31.00 EL. = 4937.285 DESERT LARK STREET 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+004941.894941.434941.064940.694940.354940.054939.754939.444939.144938.844938.544938.244937.934937.634937.364937.124936.872.20% -2.20%4.00% 2.20% -0.97% -2.20% -1.21% -1.48%PVI STA = 9+86.17PVI ELEV = 4941.59PVI STA = 10+00.01PVI ELEV = 4941.89PVI STA = 10+13.02PVI ELEV = 4941.61PVI STA = 10+88.02PVI ELEV = 4940.50PVI STA = 13+37.02PVI ELEV = 4937.49PVI STA = 14+15.02PVI ELEV = 4936.73PVI STA = 14+18.02PVI ELEV = 4936.85PVI STA = 14+31.02PVI ELEV = 4937.13PVI STA = 14+44.86PVI ELEV = 4936.83PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 14+21.02INV.= 4930.25STA.=10+00.01 EL. = 4941.895 CRESTED LARK STREET STA.=14+31.02 EL. = 4937.133 DESERT LARK STREET 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+004942.324941.764941.214940.724940.354940.054939.754939.444939.144938.844938.544938.244937.934937.634937.414937.264937.122.20% -2.20%4.00% 2.20% -2.20% -0.58% -1.21% -2.22% -1.70%PVI STA = 9+86.17PVI ELEV = 4942.01PVI STA = 9+99.99PVI ELEV = 4942.32PVI STA = 10+13.00PVI ELEV = 4942.03PVI STA = 10+62.97PVI ELEV = 4940.92PVI STA = 10+87.97PVI ELEV = 4940.50PVI STA = 13+36.97PVI ELEV = 4937.49PVI STA = 14+14.97PVI ELEV = 4937.03PVI STA = 14+17.97PVI ELEV = 4937.15PVI STA = 14+30.97PVI ELEV = 4937.44PVI STA = 14+44.81PVI ELEV = 4937.13PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE 36" RCP STORMSTA.= 14+20.97INV.= 4930.44STA.=9+99.99 EL. = 4942.316 CRESTED LARK STREET STA.=14+30.97 EL. = 4937.437 DESERT LARK STREET SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 R10 PLAN AND PROFILEHORNED LARK STREET68 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE HORNED LARK STREET R10 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 CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) WEEPING WILLOW DRIVE IRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR FOWEEPING WILLOW DRIVE STA. = 11+31.50 (WEEPING WILLOW DRIVE) STA. = 16+71.76 (CRESTED LARK STREET) STA. = 15+62.50 (WEEPING WILLOW DRIVE) STA. = 15+29.21 (DESERT LARK STREET) CONNECT TO EXISTING PAVEMENT LOT 14LOT 13LOT 12LINDEN PARKP.D.P., 1ST REPLATLOT 11LOT 10LINDEN PARKP.D.P., 1ST REPLAT59' ROW 30' FL-FL ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER LOT 4 LOT 3 LOT 2LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 6 LOT 4 LOT 3 LOT 2LOT 5 LOT 2 LOT 2 LOT 8 LOT 6 LOT 7 LOT 1 LOT 1 LOT 1 LOT 1 BLOCK 9 BLOCK 10 6' CONCRETE PAN 92.6°87.4° LOT 19 LOT 18 BLOCK 1STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES SIGHT DISTANCE SIGHT DISTANCE DESERT LARK STREET SEE SHEETS R5 - R6 DESERT LARK STREET SEE SHEETS R5 - R6 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT CRESTED LARK STREET SEE SHEETS R1 - R3 CRESTED LARK STREET SEE SHEETS R1 - R3 PROPOSED TYPE 3 BARRICADE 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004946.464945.904944.784942.914941.054939.194938.534946.684946.674946.394945.954945.714945.244944.314943.854943.384942.454941.984941.524940.584940.124939.654938.724938.394938.394938.784939.034939.28-2.20% -2.00% -2.00% 2.00% 2.20% 2.00% -2.20% 1.00% 2.00% 2.20% -1.86% 1.00% -20.01%PVI STA = 9+97.98PVI ELEV = 4946.44PVI STA = 15+76.33PVI ELEV = 4938.36PVI STA = 15+79.33PVI ELEV = 4938.30PVI STA = 11+11.67PVI ELEV = 4945.67PVI STA = 11+14.67PVI ELEV = 4945.73PVI STA = 11+31.50PVI ELEV = 4946.10PVI STA = 15+82.33PVI ELEV = 4938.36PVI STA = 11+44.50PVI ELEV = 4945.81PVI STA = 15+46.50PVI ELEV = 4938.32PVI STA = 15+49.50PVI ELEV = 4938.38PVI STA = 15+62.50PVI ELEV = 4938.66PVI STA = 15+43.50PVI ELEV = 4938.38PVI STA = 16+86.04PVI ELEV = 4939.39PVI STA = 16+95.14PVI ELEV = 4937.5770.0' VC HP ELEV = 4946.71 HP STA = 10+36.28 PVI STA = 10+47.92 PVI ELEV = 4946.94BVCS: 10+12.92BVCE: 4946.59EVCS: 10+82.92EVCE: 4946.24A.D. = 3.00 K = 23.36 PROPOSED GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE 36" RCP STORMSTA.= 15+52.50INV.= 4931.73PROPOSED GRADE EXISTING GRADE24" HDPE IRRIGATIONSTA.= 10+07.50INV.= 4936.311.00% 120.0' VC HP ELEV = 4939.71 HP STA = 17+24.70 PVI STA = 17+71.38 PVI ELEV = 4940.25 BVCS: 17+11.38BVCE: 4939.65A.D. = 9.01 K = 13.32 1.00% 120.0' VC HP ELEV = 4939.71 HP STA = 17+24.70 PVI STA = 17+71.38 PVI ELEV = 4940.25 BVCS: 17+11.38BVCE: 4939.65A.D. = 9.01 K = 13.32 WEEPING WILLOW DRIVE STA.=9+97.98 EL. = 4946.441 STA.=11+31.50 EL. = 4946.098 CRESTED LARK STREET STA.=15+62.50 EL. = 4938.662 DESERT LARK STREET STA.=16+86.04 EL. = 4939.395 END PROPOSED STREET 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004946.104946.264946.294946.124945.744945.704945.484944.854944.394943.924943.464942.994942.524942.064941.594941.134940.664940.194939.734939.294938.964938.684938.464938.534938.504938.634938.764938.89-2.20% 4.00% 2.20% -1.70% -2.20% -2.00%2.00% 2.20% -1.36% -1.12% -2.74% -1.86% -1.86% 0.93%0.50% 1.00% 0.52% 1.00% -15.36%PVI STA = 9+88.41PVI ELEV = 4945.99PVI STA = 10+00.00PVI ELEV = 4946.10PVI STA = 10+11.55PVI ELEV = 4946.15PVI STA = 11+16.68PVI ELEV = 4945.46PVI STA = 11+19.68PVI ELEV = 4945.58PVI STA = 11+33.05PVI ELEV = 4945.87PVI STA = 11+46.05PVI ELEV = 4945.59PVI STA = 11+68.05PVI ELEV = 4944.98PVI STA = 12+23.07PVI ELEV = 4943.96PVI STA = 14+70.07PVI ELEV = 4939.35PVI STA = 14+95.00PVI ELEV = 4939.02PVI STA = 15+48.05PVI ELEV = 4938.42PVI STA = 15+51.05PVI ELEV = 4938.48PVI STA = 15+64.05PVI ELEV = 4938.77PVI STA = 15+77.89PVI ELEV = 4938.46PVI STA = 15+80.89PVI ELEV = 4938.40PVI STA = 16+83.89PVI ELEV = 4938.94PVI STA = 16+87.60PVI ELEV = 4938.98PVI STA = 16+96.69PVI ELEV = 4937.5880.0' VC HP ELEV = 4946.31 HP STA = 10+41.57 PVI STA = 10+51.92 PVI ELEV = 4946.56BVCS: 10+11.92BVCE: 4946.16EVCS: 10+91.92EVCE: 4945.88A.D. = 2.70 K = 29.65 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE24" HDPE IRRIGATIONSTA.= 10+09.02INV.= 4936.2636" RCP STORMSTA.= 15+54.05INV.= 4931.66STA.=10+00.00 EL. = 4946.097 WEEPING WILLOW DRIVE STA.=16+87.60 EL. = 4938.976 END PROPOSED CURB & GUTTER STA.=11+33.05 EL. = 4945.873 CRESTED LARK STREET STA.=15+64.05 EL. = 4938.767 DESERT LARK STREET 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004946.114946.164944.734942.534940.674938.934938.334946.304946.474946.424946.124945.984945.424944.054943.474943.004942.074941.604941.144940.204939.744939.294938.574938.264938.354938.484938.634938.85-1.42% 0.50% 1.00% -2.20% 4.00% 2.20% 2.00% 2.20%-2.20% -2.00% -1.44% 2.25% -2.13% -2.36% -1.86% -2.75 % 0.61%1.00% -15.36%PVI STA = 9+86.23PVI ELEV = 4945.80PVI STA = 10+00.00PVI ELEV = 4946.11PVI STA = 10+12.05PVI ELEV = 4946.17PVI STA = 11+17.84PVI ELEV = 4945.91PVI STA = 11+20.84PVI ELEV = 4946.03PVI STA = 11+34.23PVI ELEV = 4946.32PVI STA = 11+46.55PVI ELEV = 4946.05PVI STA = 11+70.17PVI ELEV = 4945.55PVI STA = 12+23.57PVI ELEV = 4944.08PVI STA = 12+48.57PVI ELEV = 4943.49PVI STA = 14+70.57PVI ELEV = 4939.35PVI STA = 15+48.55PVI ELEV = 4938.23PVI STA = 15+51.55PVI ELEV = 4938.29PVI STA = 15+64.55PVI ELEV = 4938.58PVI STA = 15+78.39PVI ELEV = 4938.28PVI STA = 15+81.39PVI ELEV = 4938.22PVI STA = 16+59.39PVI ELEV = 4938.69PVI STA = 16+88.10PVI ELEV = 4938.98PVI STA = 16+97.19PVI ELEV = 4937.5870.0' VC HP ELEV = 4946.48 HP STA = 10+57.25 PVI STA = 10+63.32 PVI ELEV = 4946.68BVCS: 10+28.32BVCE: 4946.33EVCS: 10+98.32EVCE: 4946.19A.D. = 2.42 K = 28.91 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE 36" RCP STORMSTA.= 15+54.55INV.= 4931.81STA.=16+88.10 EL. = 4938.976 END PROPOSED CURB & GUTTER STA.=10+00.00 EL. = 4946.110 WEEPING WILLOW DRIVE STA.=11+34.23 EL. = 4946.323 CRESTED LARK STREET STA.=15+64.55 EL. = 4938.580 DESERT LARK STREET SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101MATCHLINESTA18+00R11 PLAN AND PROFILEWEEPING WILLOW DRIVE69 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE WEEPING WILLOW DRIVE R11 R12 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 CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) IRR WEEPING WILLOW DRIVE 59' ROW 30' FL-FL LOT 2 LOT 8 LOT 6 LOT 7 LOT 1 BLOCK 7 5' SIDEWALK 5' SIDEWALK ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER DESERT LARK STREET SEE SHEETS R5 - R6 DESERT LARK STREET SEE SHEETS R5 - R6 PROPOSED TYPE 3 BARRICADE 4900 4905 4910 4915 4920 4925 4930 4935 4940 4945 4900 4905 4910 4915 4920 4925 4930 4935 4940 4945 18+00 19+00 20+00 21+00 22+00 22+50 EXISTING GROUND @ ROAD CENTERLINE FUTURE GROUND @ ROAD CENTERLINE 4929.954921.944913.934935.944933.954931.954927.954925.944923.944919.944917.934915.934911.934909.934907.92PROPOSED GRADE EXISTING GRADE -8 . 0 1 %PVI STA = 21+95.14PVI ELEV = 4906.31EVCS: 18+31.38EVCE: 4935.44-8 . 0 1 %PVI STA = 21+95.14PVI ELEV = 4906.31EVCS: 18+31.38EVCE: 4935.44R12 PLAN AND PROFILEWEEPING WILLOW DRIVE70 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft.STAMATCH LINESEE SHEET18+00R11KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) WEEPING WILLOW DRIVE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101MATCHLINESTA18+00R11 R12 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 UD UD UD UDRED WILLOW DRIVE DDDST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTST RED WILLOW DRIVE STA. = 11+31.50 (RED WILLOW DRIVE) STA. = 23+24.26 (CRESTED LARK STREET) STA. = 15+62.50 (RED WILLOW DRIVE) STA. = 21+81.71 (DESERT LARK STREET)LINDEN PARKP.D.P., 1ST REPLATLOT 6LOT 563' ROW 36' FL-FL VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER CONNECT TO EXISTING PAVEMENT ROLL OVER CURB & GUTTER EXISTING STORM DRAIN EXISTING STORM DRAIN MANHOLE TRACT O DELOT 2 LOT 10 LOT 10TRACT C DELOT 1 LOT 3 BLOCK 3 LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2 LOT 6 LOT 6 LOT 1LOT 2LOT 3 BLOCK 14 BLOCK 13 TRACT H UDA 6' CONCRETE PAN 6' CONCRETE PAN 6' CONCRETE PAN LOT 9TRACT B DESTOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES LOT 9 SIGHT DISTANCE SIGHT DISTANCE 5' ACCESS EASEMENT CRESTED LARK STREET SEE SHEETS R2 - ## DESERT LARK STREET SEE SHEETS R5 - R6 TULIPWOOD LN SEE SHEET R15 DESERT LARK STREET SEE SHEETS R5 - R6 CRESTED LARK STREET SEE SHEETS R2 - ## 5' SIDEWALK 10' SIDEWALK 5' SIDEWALK 10' SIDEWALK9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004939.634937.884938.764938.894936.894934.904934.224939.594939.404938.934938.404937.794937.764938.264939.174939.334939.234938.394937.894937.394936.404935.904935.404934.404934.044934.044934.524934.824935.12PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 2.00%-2.00% -2.00% 0.88% -2.11% -2.20% -2.00%2.00% 2.20% 2.00% 2.00% -2.00% 2.00% 2.20%-2.20% -2.00% 1.20% -20.44%PVI STA = 15+82.33PVI ELEV = 4934.01PVI STA = 15+46.50PVI ELEV = 4933.97PVI STA = 11+14.67PVI ELEV = 4937.57PVI STA = 11+11.67PVI ELEV = 4937.63PVI STA = 15+76.33PVI ELEV = 4934.01PVI STA = 15+79.33PVI ELEV = 4933.95PVI STA = 15+49.50PVI ELEV = 4934.03PVI STA = 15+62.50PVI ELEV = 4934.31PVI STA = 11+47.50PVI ELEV = 4937.71PVI STA = 15+43.50PVI ELEV = 4934.03PVI STA = 11+17.67PVI ELEV = 4937.63PVI STA = 11+31.50PVI ELEV = 4937.93PVI STA = 11+41.50PVI ELEV = 4937.71PVI STA = 11+44.50PVI ELEV = 4937.65PVI STA = 16+86.92PVI ELEV = 4935.26PVI STA = 16+94.74PVI ELEV = 4933.6669.5' VC HP ELEV = 4939.65 HP STA = 9+91.31 PVI STA = 10+05.65 PVI ELEV = 4939.86 BVCS: 9+70.90BVCE: 4939.56EVCS: 10+40.39EVCE: 4939.13A.D. = 2.98 K = 23.30 100.0' VC HP ELEV = 4939.33 HP STA = 12+53.29 PVI STA = 12+53.31 PVI ELEV = 4939.83 BVCS: 12+03.31BVCE: 4938.83EVCS: 13+03.31EVCE: 4938.83A.D. = 4.00 K = 25.01 36" RCP STORMSTA.= 15+52.49INV.= 4928.08PROPOSED GRADE EXISTING GRADE 1.20%HP ELEV = 4935.63HP STA = 17+34.25BVCS: 17+01.36BVCE: 4935.441.20% STA.=10+00.00 EL. = 4939.813 RED WILLOW DRIVE STA.=11+31.50 EL. = 4937.934 CRESTED LARK STREET STA.=15+62.50 EL. = 4934.311 DESERT LARK STREET STA.=16+86.92 EL. = 4935.262 END PROPOSED STREET 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004939.124937.904938.314938.384936.384934.574934.174938.934938.614938.254937.944937.714938.014938.624938.824938.744937.884937.384936.884935.884935.384934.914934.304934.164934.164934.324934.474934.631.21% 4.71% 2.20%-2.20% -3.33% -2.20% -4.00%3.21% 2.20% -1.50% -2.00% 0.04% -0.50% -1.00% -1.43% -1.00%-1.33% -16.03% 1.20% 0.59%0.70%PVI STA = 9+82.31PVI ELEV = 4939.12PVI STA = 9+99.73PVI ELEV = 4939.13PVI STA = 10+10.10PVI ELEV = 4939.07PVI STA = 10+35.10PVI ELEV = 4938.82PVI STA = 11+14.78PVI ELEV = 4937.68PVI STA = 11+17.77PVI ELEV = 4937.78PVI STA = 11+31.61PVI ELEV = 4938.09PVI STA = 11+44.60PVI ELEV = 4937.80PVI STA = 11+47.61PVI ELEV = 4937.68PVI STA = 14+68.61PVI ELEV = 4935.01PVI STA = 14+93.60PVI ELEV = 4934.63PVI STA = 15+18.60PVI ELEV = 4934.38PVI STA = 15+46.60PVI ELEV = 4934.01PVI STA = 15+49.60PVI ELEV = 4934.15PVI STA = 15+62.61PVI ELEV = 4934.44PVI STA = 15+75.90PVI ELEV = 4934.14PVI STA = 15+78.90PVI ELEV = 4934.04PVI STA = 16+57.03PVI ELEV = 4934.51PVI STA = 16+82.03PVI ELEV = 4934.68PVI STA = 16+87.03PVI ELEV = 4934.74PVI STA = 16+94.85PVI ELEV = 4933.4970.0' VC HP ELEV = 4938.83 HP STA = 12+55.66 PVI STA = 12+64.24 PVI ELEV = 4939.09 BVCS: 12+29.24BVCE: 4938.67EVCS: 12+99.24EVCE: 4938.39A.D. = 3.21 K = 21.79 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 15+52.60INV.= 4927.99STA.=10+00.00 EL. = 4939.125 RED WILLOW DRIVE STA.=11+31.61 EL. = 4938.085 CRESTED LARK STREET STA.=15+62.61 EL. = 4934.437 DESERT LARK STREET STA.=16+87.03 EL. = 4934.744 END PROPOSED CURB & GUTTER 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004939.194937.684938.364938.374936.384934.524934.014938.944938.574938.134937.644937.444937.904938.734938.854938.734937.884937.384936.884935.884935.384934.914934.144933.934933.934934.224934.424934.63-1.53% -2.00%2.09% 2.20% -2.20% -3.53% -2.20% -2.00%3.58% 2.20% 1.85%-0.45% -0.95%-1.45% -1.79% -10.22% 0.82% 1.20%PVI STA = 9+82.12PVI ELEV = 4939.29PVI STA = 9+97.73PVI ELEV = 4939.22PVI STA = 10+22.73PVI ELEV = 4938.98PVI STA = 10+47.73PVI ELEV = 4938.62PVI STA = 11+14.63PVI ELEV = 4937.42PVI STA = 11+17.63PVI ELEV = 4937.48PVI STA = 11+31.46PVI ELEV = 4937.78PVI STA = 11+44.46PVI ELEV = 4937.50PVI STA = 11+47.46PVI ELEV = 4937.39PVI STA = 14+68.46PVI ELEV = 4935.01PVI STA = 15+46.46PVI ELEV = 4933.81PVI STA = 15+49.46PVI ELEV = 4933.92PVI STA = 15+62.46PVI ELEV = 4934.20PVI STA = 15+76.10PVI ELEV = 4933.90PVI STA = 15+79.10PVI ELEV = 4933.84PVI STA = 16+81.88PVI ELEV = 4934.68PVI STA = 16+86.88PVI ELEV = 4934.74PVI STA = 16+94.70PVI ELEV = 4933.95100.0' VC HP ELEV = 4938.85 HP STA = 12+50.33 PVI STA = 12+52.27 PVI ELEV = 4939.33 BVCS: 12+02.27BVCE: 4938.40EVCS: 13+02.27EVCE: 4938.33A.D. = 3.85 K = 25.98 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 15+52.45INV.= 4928.17STA.=10+00.00 EL. = 4939.194 RED WILLOW DRIVE STA.=11+31.46 EL. = 4937.783 CRESTED LARK STREET STA.=15+62.46 EL. = 4934.203 DESERT LARK STREET STA.=16+86.88 EL. = 4934.744 END PROPOSED CURB & GUTTER SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101MATCHLINESTA18+00R13 PLAN AND PROFILERED WILLOW DRIVE71 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE RED WILLOW DRIVE R13 R14 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 CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE SCALE : 1" = 50' (H) 1" = 5' (V) RED WILLOW DRIVEDDSTSTSTSTST DESERT LARK STREET SEE SHEETS R5 - R6 63' ROW 36' FL-FL VERTICAL CURB & GUTTER EXISTING STORM DRAIN MANHOLE (TYPICAL) EXISTING STORM DRAIN (TYPICAL) DESERT LARK STREET SEE SHEETS R5 - R6 LOT 10 TRACT O DE 5' SIDEWALK 5' SIDEWALK LOT 9 PROPOSED TYPE 3 BARRICADE 8' DRAINAGE ACCESS EASEMENT 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 18+00 19+00 20+00 21+00 22+00 22+50 FUTURE GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 4934.134933.194932.024930.624929.104927.574926.054924.534923.004921.484919.954918.434916.914915.384913.86PROPOSED GRADE EXISTING GRADE -6. 1 0 %PVI STA = 21+94.74PVI ELEV = 4912.65-6. 1 0 %PVI STA = 21+94.74PVI ELEV = 4912.65200.0' VC HP ELEV = 4935.63 HP STA = 17+34.25 PVI STA = 18+01.36 PVI ELEV = 4936.64 BVCS: 17+01.36 BVCE: 4935.44 EVCS: 19+01.36 EVCE: 4930.54 A.D. = 7.30 K = 27.41 R14 PLAN AND PROFILERED WILLOW DRIVE72 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft.STAMATCH LINESEE SHEET18+00R13KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE SCALE : 1" = 50' (H) 1" = 5' (V) RED WILLOW DRIVE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101MATCHLINESTA18+00R13 R14 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 DST ST ST ST ST ST ST ST ST ST ST ST GGGGGG G G G GGGGGGGGGGGGGGG G G G G G GGGGGGGGEEEEEEEEEEEEEEEVAULTEEVAULTVAULTVAULTEEE E E E E EEEEEEEEEEEEEEEEEE E TULIPWOOD LN MASKED LARK STREET SEE SHEETS R5 - R6 OAKLEY STREET SEE SHEET R7 RED WILLOW DRIVE SEE SHEETS R13 - R14 DESERT LARK STREET SEE SHEETS R5 - R6 CRESTED LARK STREET SEE SHEETS R1 - R3 20' EOC-TBC 10' CL-TBC EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN LOT 2 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 6 LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2 TRACT H UDA TRACT O DEBLOCK 3 BLOCK 13 BLOCK 14 SIDEWALK CHASE & CURB CUT ROLL OVER CURB & GUTTER 8' UTILITY EASEMENT 8' UTILITY EASEMENT SIGHT DISTANCE SIGHT DISTANCE ∆∆ 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4939.364939.104938.714938.334937.944937.564937.174936.794936.404936.024935.634935.254934.944934.714934.544934.524934.088.33% 2.20% 0.60% -2.15% -8.33% 7.76% 2.00% -2.00% -7.82% -1.54% -0.60%PVI STA = 10+00.00PVI ELEV = 4939.12PVI STA = 10+13.00PVI ELEV = 4938.84PVI STA = 10+15.00PVI ELEV = 4938.67PVI STA = 10+23.50PVI ELEV = 4939.33PVI STA = 10+28.50PVI ELEV = 4939.43PVI STA = 13+89.39PVI ELEV = 4934.46PVI STA = 14+03.30PVI ELEV = 4934.54PVI STA = 14+08.30PVI ELEV = 4934.44PVI STA = 14+16.80PVI ELEV = 4933.78PVI STA = 14+18.80PVI ELEV = 4933.94PVI STA = 14+31.80PVI ELEV = 4934.2375.0' VC PVI STA = 13+26.69 PVI ELEV = 4934.83 BCVS: 12+89.19BVCE: 4935.41ECVS: 13+64.19EVCE: 4934.61A.D. = 0.94 K = 79.60 STA.=10+00.00 EL. = 4939.118 CRESTED LARK STREET STA.=14+31.80 EL. = 4934.228 DESERT LARK STREET 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 14+00 15+00 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4940.094940.334940.114939.774939.444939.104938.764938.424938.094937.754937.414937.084936.754936.474936.264936.114936.124935.684935.894935.98-2.20% -8.33% 8.33% 2.20% 7.83% 2.00% -2.00% -7.82% 0.60%0.34% -1.35% -0.60%PVI STA = 10+00.00PVI ELEV = 4940.09PVI STA = 10+13.00PVI ELEV = 4939.80PVI STA = 10+15.00PVI ELEV = 4939.63PVI STA = 10+23.50PVI ELEV = 4940.30PVI STA = 10+28.50PVI ELEV = 4940.40PVI STA = 13+86.50PVI ELEV = 4936.04PVI STA = 14+03.30PVI ELEV = 4936.14PVI STA = 14+08.30PVI ELEV = 4936.04PVI STA = 14+16.80PVI ELEV = 4935.38PVI STA = 14+18.80PVI ELEV = 4935.54PVI STA = 14+31.80PVI ELEV = 4935.83PVI STA = 14+81.80PVI ELEV = 4936.0075.0' VC PVI STA = 13+24.04 PVI ELEV = 4936.41 BCVS: 12+86.54BVCE: 4936.92ECVS: 13+61.54EVCE: 4936.19A.D. = 0.75 K = 100.17 STA.=14+31.80 EL. = 4935.828 DESERT LARK STREET STA.=10+00.00 EL. = 4940.087 CRESTED LARK STREET G G G G G G G GGGGGGGGGGGGGGGG G G G G G GGGGGGGGEEEEEEE EEEEEEEEEEEEEEEE VAULTEEVAULTEVAULTEEEEEEDESERT LARK STREET SEE SHEETS R5 - R6 HORNED LARK STREET SEE SHEET R10 CRESTED LARK STREET SEE SHEETS R1 - R3 CRESTED LARK STREET SEE SHEETS R1 - R3 DESERT LARK STREET SEE SHEETS R5 - R6 LACEBARK LN 20' EOC-TBC 10' CL-TBC LOT 6 TRACT G DAE LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10 LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 2 LOT 7 LOT 6 LOT 5 LOT 8 LOT 7 LOT 5 LOT 6 LOT 8 LOT 6 LOT 10 LOT 10 BLOCK 8 BLOCK 11 BLOCK 12 BLOCK 2 ROLL OVER CURB & GUTTER SIDEWALK CHASE & CURB CUT TRACT P DETRACT B DE LOT 7 8' UTILITY EASEMENT 8' UTILITY EASEMENT 30' TRACT SIGHT DISTANCE SIGHT DISTANCE ∆ ∆ SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 R15 PLAN AND PROFILESLACEBARK LN & TULIPWOOD LN73 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE: KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE TULIPWOOD LNLACEBARK LN PROFILE SCALE: R13 R13 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 LINDEN PARKP.D.P., 1ST REPLATLOT 4LOT 3LOT 2BONSAI LN LOT 13 LOT 12 LOT 14 LOT 8LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 7 LOT 6 LOT 11 LOT 8 LOT 9 LOT 10 TRACT J AE LOT 8LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT M AE LOT 3LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1LOT 2LOT 5TRACT O DE BLOCK 19BLOCK 15 BLOCK 16 TRACT C DEBLOCK 3 TRACT N UDA&EAELOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 6BLOCK 19 BLOCK 21LOT 5LOT 1LOT 2TRACT I UDA&EAE ROLL OVER CURB & GUTTER STOP SIGN w/ STREET NAMES SIDEWALK CHASE & CURB CUT SIGHT DISTANCESIGHT DISTANCE SIGHT DISTANCE ∆∆ MASKED LARK STREET SEE SHEETS R5 - R6 BAMBOO LN SEE SHEET R17 OAKLEY STREET SEE SHEET R7 CRESTED LARK STREET SEE SHEETS R2 - R4 8' UTILITY EASEMENT 8' UTILITY EASEMENT CRESTED LARK STREET SEE SHEETS R2 - R4 OAKLEY STREET SEE SHEET R7 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 13+50 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4941.164940.474939.604938.724937.844936.974936.354936.084936.054935.62-2.17% -8.33% 3.10% 2.00% 8.33% 2.20% -2.00% -7.77% 0.60% -3.5 1 % -0.60%PVI STA = 10+00.00PVI ELEV = 4941.31PVI STA = 10+13.01PVI ELEV = 4941.03PVI STA = 10+15.01PVI ELEV = 4940.86PVI STA = 10+23.51PVI ELEV = 4941.13PVI STA = 10+28.51PVI ELEV = 4941.23PVI STA = 12+15.40PVI ELEV = 4935.99PVI STA = 12+27.30PVI ELEV = 4936.06PVI STA = 12+32.30PVI ELEV = 4935.96PVI STA = 12+40.80PVI ELEV = 4935.30PVI STA = 12+42.80PVI ELEV = 4935.47PVI STA = 12+58.80PVI ELEV = 4935.8250.0' VC PVI STA = 11+70.17 PVI ELEV = 4936.26 BCVS: 11+45.17BVCE: 4937.14ECVS: 11+95.17EVCE: 4936.11A.D. = 2.91 K = 17.21 STA.=10+00.00 EL. = 4941.312 CRESTED LARK STREET STA.=12+58.80 EL. = 4935.818 OAKLEY STREETIRRFESLINE LN LINDEN PARKP.D.P., 1ST REPLATLOT 3LOT 2LINDEN PARKP.D.P., 1STREPLATLOT 1LOT 1 LOT 3 LOT 2 TRACT L DE LOT 7LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 6LOT 3LOT 5LOT 1LOT 2LOT 1LOT 2LOT 5LOT 4TRACT O DE BLOCK 21 BLOCK 22 BLOCK 17 BLOCK 18 TRACT D DEBLOCK 4 TRACT M AE LOT 3LOT 1LOT 2LOT 5LOT 13 LOT 12 LOT 14 LOT 8TRACT J AE LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT C DEBLOCK 3 BLOCK 18 TRACT N UDA&EAETRACT K UDA&EAE ROLL OVER CURB & GUTTER SIDEWALK CHASE & CURB CUT STOP SIGN w/ STREET NAMES LOT 4LOT 3SIGHT DISTANCE SIGHT DISTANCE ∆∆ CORONA AVENUE SEE SHEET R3 CANE LN SEE SHEET R17 OAKLEY STREET SEE SHEET R7 CRESTED LARK STREET SEE SHEETS R2 - R4 OAKLEY STREET SEE SHEET R7 8' UTILITY EASEMENT 8' UTILITY EASEMENT CRESTED LARK STREET SEE SHEETS R2 - R4 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 13+50 EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4940.594939.794938.784937.774936.764935.754935.034934.744934.704934.282.37% 2.00% -2.00% -7.76% 8.33% 2.20% -2.20% -8.33% 0.60% -4.0 4 % -0.60%PVI STA = 10+00.00PVI ELEV = 4940.81PVI STA = 10+13.01PVI ELEV = 4940.53PVI STA = 10+15.01PVI ELEV = 4940.36PVI STA = 10+23.50PVI ELEV = 4940.56PVI STA = 10+28.50PVI ELEV = 4940.66PVI STA = 12+15.40PVI ELEV = 4934.65PVI STA = 12+27.30PVI ELEV = 4934.72PVI STA = 12+32.30PVI ELEV = 4934.62PVI STA = 12+40.80PVI ELEV = 4933.96PVI STA = 12+42.80PVI ELEV = 4934.13PVI STA = 12+58.80PVI ELEV = 4934.4850.0' VC PVI STA = 11+70.53 PVI ELEV = 4934.92 BCVS: 11+45.53BVCE: 4935.93ECVS: 11+95.53EVCE: 4934.77A.D. = 3.44 K = 14.51 PROPOSED GRADE @ ALLEY FLOWLINE STA.=10+00.00 EL. = 4940.813 CRESTED LARK STREET STA.=12+58.80 EL. = 4934.477 OAKLEY STREET SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 LINE LN R16 PLAN AND PROFILEBONSAI LN & LINE LN74 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE: KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE BONSAI LN PROFILE SCALE: R16 R16 20.0' EOC-TBC 20.0' EOC-TBC 20.0' EOC-TBC 20.0' EOC-TBC 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 BONSAI LN SEE SHEET R16 DESERT LARK STREET SEE SHEETS R5 - R6 LINE LN SEE SHEET R16 OAKLEY STREET SEE SHEET R7 MASKED LARK STREET SEE SHEETS R5 - R6 BAMBOO LNCANE LNTRACT N UDA&EAE LOT 6 TRACT MAETRACT O DE LOT 3 LOT 5 LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 1 LOT 2 LOT 1 LOT 2 LOT 5 LOT 4 LOT 10 LOT 9 LOT 8 LOT 7 LOT 5 LOT 4 LOT 2 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 18 BLOCK 19BLOCK 20BLOCK 21BLOCK 22TRACT I UDA&EAE TRACT JAETRACT K UDA&EAE TRACT O DE TRACT L DE BLOCK 14 OAKLEY STREET SEE SHEET R7 5' UTILITY EASEMENT5' UTILITY EASEMENT5' UTILITY EASEMENT5' UTILITY EASEMENTSIGHT DISTANCE LOT 4 LOT 3 ∆∆∆ ∆ 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 PROPOSED GRADE @ ALLEY FLOWLINE EXISTING GRADE @ ALLEY FLOWLINE PROPOSED GRADE EXISTING GRADE 4935.964935.994935.984935.664935.354935.034934.724934.414934.094933.784933.464933.294933.374933.524933.674933.824933.974934.124934.274934.424934.574934.704934.358.32% 2.20% 0.60% -2.20% -8.31% -1.26% -0.60% 7.82% 2.00% -2.00% -7.77%PVI STA = 10+00.00PVI ELEV = 4935.96PVI STA = 10+15.99PVI ELEV = 4935.61PVI STA = 10+17.99PVI ELEV = 4935.45PVI STA = 10+26.50PVI ELEV = 4936.11PVI STA = 10+31.50PVI ELEV = 4936.21PVI STA = 12+53.17PVI ELEV = 4933.42PVI STA = 12+78.17PVI ELEV = 4933.27PVI STA = 12+83.17PVI ELEV = 4933.27PVI STA = 15+24.18PVI ELEV = 4934.72PVI STA = 15+29.18PVI ELEV = 4934.62PVI STA = 15+37.68PVI ELEV = 4933.96PVI STA = 15+39.68PVI ELEV = 4934.13PVI STA = 15+55.68PVI ELEV = 4934.48INLET E2 (SUMP) INV. OUT=4927.08 (S) STA.=10+00.00 EL. = 4935.963 OAKLEY STREET STA.=15+55.68 EL. = 4934.477 OAKLEY STREET SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 R17 PLAN AND PROFILEBAMBOO LN & CANE LN75 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE: KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE BAMBOO LN & CANE LN R17 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 CRESTEDLARKSTREETTRACT D DE LOT 11 LOT 10 LOT 12 TRACT L DEBLOCK 415' UTILITY EASEMENT 6' BIKE LANE/3' BUFFER ULTIMATE 11' TRAVEL LANE 83' FL-FL 57.5' HALF ROW TIMBERLINE ROAD FOSSIL CREEKPARKWAYWESTCHASEROADULTIMATE VERTICAL CURB & GUTTER EXISTING CURB & GUTTER OWNER: BARBARA KEEN LIVING TRUST 6417 S TIMBERLINE RD LINDEN PARK P.D.P., 1ST REPLAT 83' FL-FL ULTIMATE 12' TRAVEL LANE ULTIMATE 19' MEDIAN ULTIMATE 12' TRAVEL LANE ULTIMATE 11' TRAVEL LANE 6' BIKE LANE/3' BUFFER ULTIMATE 6' SIDWALK 83' FL-FL R50.0'ULTIMATE 5' SIDWALKCRESTEDLARKSTREETTRACT D DE LOT 11 LOT 10 LOT 12 TRACT L DEBLOCK 415' UTILITY EASEMENTELECELECELECBRKREVAULTF.O.FOXXXXX 57.5' HALF ROW TIMBERLINE ROAD FOSSIL CREEKPARKWAYWESTCHASEROADEXISTING CURB & GUTTER OWNER: BARBARA KEEN LIVING TRUST 6417 S TIMBERLINE RD LINDEN PARK P.D.P., 1ST REPLAT EXISTING 56' FL-EOP PROPOSED VERTICAL CURB & GUTTER EXISTING 8' BIKE LANE EXISTING 13.5' TRAVEL LANE EXISTING 14' STRIPED MEDIAN EXISTING 13' TRAVEL LANE EXISTING 7' BIKE LANE R25PROPOSED SAWCUT EXISTING 55.8' FL-EOA EXISTING 55.8' FL-EOA PROPOSED 1.5' VERTICAL CURB & GUTTER PROPOSED 6' SIDEWALK SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH 40 0 40 80 120 Feet (IN FEET) 1 inch = 40 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 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 TIMBERLINE ROAD - INTERIM STRIPING B TIMBERLINE ROAD - ULTIMATE STRIPING R18 S TIMBERLINE STRIPING PLAN76 LINDEN PARKP.D.P., 1ST REPLATLOT 6LOT 5LOT 1 LOT 2 LOT 10BLOCK 2 LOT 9LOT 10 TRACT G DAE XXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUJ K L J K L J K L J K L 1 1 7 7 1 1 1 7 1 1 7 1 1 7 1 1 7 1 10' TRAVEL LANE 8' BIKE LANE 10' TRAVEL LANE 8' BIKE LANE 10' TRAVEL LANE 8' BIKE LANE 10' TRAVEL LANE 8' BIKE LANE 10' TRAVEL LANE 8' BIKE LANE 10' TRAVEL LANE 8' BIKE LANE SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH 40 0 40 80 120 Feet (IN FEET) 1 inch = 40 ft. KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE 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. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC OPERATIONS AT 970-221-6630 FOR FIELD REVIEW. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 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 RED WILLOW DRIVE STRIPING R19 RED WILLOW DRIVE STRIPING PLAN77 YELLOW ISLAND CROSS HATCHING10 WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" 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 3'3'3'3'3'4" 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 LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. D.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. E.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. F.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. G.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). STRIPING LEGEND:STRIPING NOTES: 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' F.O. F.O.F.O. LID S SSOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU S A C B D P E O H Q R S L JI K M FG N 100 CROWN TRANS.DESERT LARK STREET OAKLEY STREET GOLDEN WILLOW DRIVEDUSKYLARKSTREETWEEPING WILLOW DRIVEHORNEDLARKSTREETRED WILLOW DRIVEMASKEDLARKSTREETCORONAAVENUELACEBARKLNTULIPWOODLNBONSAILNLINE LNBAMBOOLNDESERT LARK STREET MASKEDLARKSTREETCRESTED LARK STREET CRESTED LARK STREET NORTH ( IN FEET ) 0 1 INCH = 100 FEET 100 100 200 300 / / / / / / / / NOTES: 1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION. LEGEND: EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING LOT LINE SAWCUT LINE EASEMENT LINE PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED CONCRETE CROSSPAN (TYP.) PEDESTRIAN ACCESS RAMPS PROPOSED CENTERLINE PROPOSED CURB & GUTTER PROPOSED EDGE OF ASPHALT EXISTING RIGHT-OF-WAY SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 INT1 OVERALL INTERSECTION PLAN78 41.4641.56 41.1440.8340.8441.2841.2940.8640. 8 7 4 0 . 9 8 4 1 . 1 241.5641.5441.444 0 . 9 5 4 1 . 5 9 41.444 1 . 8 1 0.5%0.6%2.1%2.2%0.8%0.6%2.2%2.2%0.6%2.4%1.0%0.6%2.2%2.2%2.2%0.5%1.2%0.8%1.0%1.0%4 0 . 9 240.8941.6541.55 41.9741.7640.9040.8641.6741.59 41.774 1 . 1 641.214 1 . 7 6 4 1 . 8 541.5941.5742.194 2 . 1 7 42.2942.2842.014 2 . 0 3 41.994 2 . 0 1 4 2 . 4 3 42.412.0%2.2%0.6%1.0%41.9341.740.5%0.5% 4 1 . 9 041.720.5%0.5%0.6%2.1%1.9%1.0%100' CROWN TRANS.100' CROWN TRANS.4 2 . 1 8 4 1 . 8 8 1.3%0.5%DESERT LARK STREETGOLDEN WILLOW DRIVE1.7% 1.5%41.71LOT 4 LOT 1 LOT 6 LOT 5 LOT 2 LOT 3 LOT 7 LOT 6 0.8%39.5639.5440.01 3 9 . 5 9 3 9 . 1 3 39.5539.0939.1139.233 9 . 4 2 3 9 . 6 1 3 9 . 4 639.7339.7839.333 9 . 3 62.2%2.2%2.2%2.2%0.7%0.7% 0.7%0.7% 0.0%1.1%1.0%1.2%0.7%0.7% 0.7%0.7%39.593 9 . 6 040.264 0 . 3 6 40.373 9 . 9 4 39.4239.3639.854 0 . 0 0 39.873 9 . 6 2 3 9 . 7 2 39.6939.5938.9638.933 9 . 0 0 3 8 . 9 7 39.5639.5339.6339.6640.2040.1940.5939.9440.231.0%1.3%1.0%2.0%2.1%1.2%75' CROWN TRANS.DUSKYLARKSTREETDESERT LARK STREET 40.27 DESERT LARK STREET LOT 1LOT 8 38.1638.0838.33 38.5038.223 8 . 4 0 3 8 . 5 1 3 8 . 7 1 38.69 3 8 . 4 2 3 8 . 3 338.2438.6638.513 8 . 6 7 38.6338.9138.52 3 8 . 3 12.3%2.2%0.5%0.7%1.6%2.2%0.4%0.7% 0.4%0.5%1.4%0.8%1.1%1.5%0.6%0.6% 0.6%0.6%0.5%0.7%1.6%0.7% 38.13 3 8 . 1 6 38.7438.8038.833 8 . 9 1 38.3238.28 38. 5 138.543 8 . 9 9 39.1139.1139.21 38. 6 3 3 8 . 6 638.6938.67 3 9 . 4 1 39. 4 5 38.6838.6539.49 3 9 . 4 6 3 9 . 5 9 38. 9 639.0739.0038. 9 3 38.893 8 . 1 138.173 8 . 3 938.4639.783 9 . 3 3 3 9 . 3 8 39.033 8 . 9 4 38.953 9 . 3 6 3 9 . 3 1 3 9 . 7 3 3 9 . 7 740.20100' CROWN TRANS.85' CROWN TRANS.2.2%2.1% 1.2%0.5%0.6%1.2%1.5%2.0% 2.0%1.4%1.8%2.2%WEEPING WILLOW DRIVEDESERT LARK STREET LOT 11 LOT 12 LOT 1 LOT 1LOT 8 0.8%0.6% 3 7 . 2 2 3 6 . 5 136.8737.6437.1937.033 6 . 7 3 36.4836. 9 3 3 7 . 1 4 37.1936.913 7 . 2 9 3 6 . 8 8 1.3%1.0%1.0%1.0%0.6%0.8%2.2%2.2%2.2%2.2%0.5%0.9% 1.0%1.0% 1.0%1.0%36.4336.383 6 . 3 9 36.3537.0637.0137.103 7 . 2 0 37.2937. 4 1 37.4536.9936.9437.1637.19 37.99 37.9838.1038.073 7 . 5 3 37.5037.911.0%1.8%1.9%37.3137.550.9%75' CROWN TANS.HORNEDLARKSTREETDESERT LARK STREET 0.7%0.6%LOT 12 LOT 1 LOT 2 36.87 36.80NORTH INTERSECTION DETAILA GOLDEN WILLOW DRIVE & DESERT LARK STREET INTERSECTION DETAILC DESERT LARK STREET & DUSKY LARK STREET INTERSECTION DETAILD HORNED LARK STREET & DESERT LARK STREET INTERSECTION DETAILB WEEPING WILLOW DRIVE & DESERT LARK STREET ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 / / / / / / / / NOTES: 1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION. LEGEND: EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING LOT LINE SAWCUT LINE EASEMENT LINE PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED CONCRETE CROSSPAN (TYP.) PEDESTRIAN ACCESS RAMPS PROPOSED CENTERLINE PROPOSED CURB & GUTTER PROPOSED EDGE OF ASPHALT EXISTING RIGHT-OF-WAY KEYMAP SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 C B DA INT2 INTERSECTION DETAILS79 FO HY DX X X XXXXX 4 6 . 1 9 45.544 5 . 3 7 45.4044.9846.654 6 . 6 046.1946.1645.904 6 . 1 7 45.964 5 . 9 7 45.7745.75 45.4546.1045.1245.5745.1545.172.2%2.2%1.4%1.4%2.3%0.6% 2.1%2.2%2.2%2.3%1.6%1.7%1.5%1.5% 4 5 . 6 9 1.5%1.5%2.0%2. 0 %0.9%46.12 46.0345.7145.6246.3346.414 6 . 4 8 4 6 . 5 2 45.9245.0445.1045.164 5 . 1 4 45.8745.844 6 . 0 2 4 6 . 1 5 4 6 . 1 9 46.7746.87 46.87 46.8646.9746.1746.1945.7045. 6 1 4 5 . 9 6 46.0246.0745. 9 8 45.3045.214 6 . 1 2 4 3 . 5 7 43.494 3 . 8 644.034 4 . 2 4 4 3 . 9 143.9644.2844.3344.6144.6645.0346.124 6 . 4 0 4 6 . 1 9 4 6 . 1 2 46.124 6 . 4 9 4 6 . 4 6 46.5846.714 6 . 4 2 115' CROWN TRANS.100' CROWN TRANS.2.2% 2.0% 2.2% 1.4% 2.2%1.8%2.3%2.7%1.9%1.9%2.7%1.9%WEEPING WILLOW DRIVECRESTED LARK STREET0.4%1.0%0.1%1.5%46.3745.85LOT 7 LOT 6 LOT 1LOT 19 1.3% 1.4% 2.0% 1.8%42.1441.544 1 . 5 5 41.2841.804 1 . 1 6 4 1 . 6 1 4 1 . 2 042.1742.6042.1141.690.7%0.8% 1 . 8%0.5%1.4%1.4%2.2%2.2%2.2%2.2%2.0%2.2%1.4%1.4%1.2%1.3%1.3% 41.7142.5542.7742.3342.5341.6141.30 42.0442.1341.7441.8042.0041.7041.644 1 . 3 3 41.0540.984 1 . 0 8 41.0241.5841.6441.6741.744 0 . 5 3 40.5140.9540.912.0%1.8% 4 1 . 2 2 1.1%1.7%2.2%1.5%75' CROWN TRANSCRESTED LARK STREET HORNEDLARKSTREET1.3% LOT 7 LOT 9 LOT 1033.9934.163 4 . 0 533.943 3 . 8 433.7334. 1 5 3 3 . 6 9 34.1034.263 3 . 8 1 34.313 3 . 9 1 34.0134.58 3 4 . 1 9 3 4 . 3 5 0.8%0.6%2.2%2.2%0.6%1.5%0.5%0.5%1.3%0.6%2.2%2.2%0.6%0.6% 0.2%0.8% 0.4%0.7% 0.6%0.6% 0.6%0.6% 33.92 33.96 34.5334.433 4 . 5 434.3833. 7 3 33.7534.5633.733 3 . 6 934.4634.613 4 . 7 0 34.6734.05 33.99 34.24 34.2234.1234.1334.90 3 4 . 9 5 34.8935.0134. 1 734.2034.953 4 . 8 834.1534.1634.7734.9435.033 5 . 0 3 3 4 . 6 6 34.383 5 . 5 2 2.0%2.1% 1.3% 3 5 . 0 3 0.1% 3 4 . 5 3 3 4 . 7 7 3 4 . 7 1 3 5 . 2 0 2.1%2.1%1.5%1.1%1.3%1.6%0.7%1.0%75' CROWN TRANS.DESERT LARK STREETRED WILLOW DRIVELOT 10 34.3634.423 4 . 7 3 1.3%0.9%85' CROWN TRANSITION0.9%0.6%36.173 6 . 3 6 35.933 6 . 4 4 35.93 3 6 . 2 2 37.0136.4936.6536.4936.403 7 . 0 6 36.9037.5837.0636.762.2%2.2%1.6%2.0%1.5%1.5%2.2%2.2% 2. 1%0.9%1.0%0.5%1.4%0.8% 3 5 . 9 635.9936.623 6 . 1 136.153 6 . 6 8 36.603 6 . 7 5 36.0236.093 6 . 7 5 36.6836.793 6 . 8 5 3 6 . 4 8 36.583 7 . 4 6 37.27 37.42 3 7 . 6 3 35.9335.633 6 . 3 0 3 6 . 1 41.3%2.1%1.2%1.6% 1.0% 75' CROWN TRANS.MASKEDLARKSTREETOAKLEY STREET 35.632.1%2.1%35.6336. 6 41.5%1.5%1.5%LOT 6 LOT 5 LOT 8 LOT 7 LOT 5 LOT 1 NORTH INTERSECTION DETAILE RED WILLOW DRIVE & DESERT LARK STREET INTERSECTION DETAILF HORNED LARK STREET & CRESTED LARK STREET INTERSECTION DETAILG WEEPING WILLOW DRIVE & CRESTED LARK STREET ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 / / / / / / / / NOTES: 1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION. LEGEND: EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING LOT LINE SAWCUT LINE EASEMENT LINE PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED CONCRETE CROSSPAN (TYP.) PEDESTRIAN ACCESS RAMPS PROPOSED CENTERLINE PROPOSED CURB & GUTTER PROPOSED EDGE OF ASPHALT EXISTING RIGHT-OF-WAY KEYMAP SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 E G H F INTERSECTION DETAILH OAKLEY STREET & MASKED LARK STREET INT3 INTERSECTION DETAILS80 37.593 7 . 4 0 37.22 3 7 . 0 7 3 7 . 1 7 37.6637. 9 3 3 8 . 1 2 38.4138.19 38.6238.7438.26 3 7 . 8 0 1.0 % 1 . 0%0.7%0.7%CRESTED LARK STREET 38.0237.5937.7138.023 8 . 7 2 3 8 . 3 9 1.8%1.0%1.0% 0.5%0.5% 1.8% 0.5 %0.5% 1.9%1.8%1.1% 1.3% 1.7 % 1.8%1.0%1.6%1.6%LOT 16 LOT 11LOT 10 LOT 12 36.821 . 5%2.0%3 7 . 5 71.0% 37 . 6 3 37.5737.4938.0438.0738.3238.4637.683 6 . 5 1 3 7 . 9 9 36. 6 0 35.803 5 . 8 8 36.3 0 37.242.5% 2.8%2.0%2.4%2.4%38.39H P 37.772.5%2.2%3.1%2.9%2.3%3.3%39.3739.3639.7939.1339.6539.5639.9539.593 9 . 5 4 3 9 . 8 5 4 0 . 0 1 4 0 . 4 3 40.004 0 . 1 139.693 9 . 8 1 0.5%2.2% 0 . 7%2.0%2.2%2.0%0.8%0.8%1.2%2.2%2.2%0.8%0.8% 0.8%0.8%1.4% 3 9 . 6 8 39.614 0 . 3 4 4 0 . 4 8 40.554 0 . 7 1 4 1 . 0 6 41.1041.0040.9740.3140.344 0 . 3 3 40.3640.924 0 . 8 840.9841.0239.19 39.1639.823 9 . 8 6 3 9 . 9 9 40.2438.6938.7239.563 8 . 9 739.293 9 . 2 1 3 9 . 3 739.532.2%2.0% 1.5% 0.5%0.8%1.3%1.6%1.8%75' CROWN TRANS.CRESTED LARK STREET MASKEDLARKSTREET0.9%0.9%0.8% 0.8%0.8%0.8%0.9% 1.0% LOT 1 LOT 2 LOT 6 LOT 7 X X X XXXXXX 4 1 . 3 2 4 0 . 3 440.7640.5541.0540.9940.1140.0640.044 1 . 0 2 4 0 . 7 3 40.5240.3140.97 40.4841.46 2.2%2.2%1.4%3.0%3.6%4 1 . 2 7 1.2%1.1% 1.0%2.2%2.2%1.4%1.4%2.3%2.1%1.4%1.4% 41.12 41.15 40.8940.6640.464 0 . 6 4 40.1841.224 1 . 2 741.9741.8741.9042.0440.9140.824 1 . 1 0 41.19 4 1 . 2 6 41. 1 2 4 1 . 3 1 40.2840.1940.5040.6440. 5 2 40. 6 5 40. 0 7 4 2 . 0 9 4 2 . 9 244.274 4 . 2 8 4 4 . 7 0 4 3 . 2 8 42.284 2 . 0 9 4 2 . 9 2 4 2 . 0 9 4 2 . 9 2 2.3%3.7%3.3%3.1%1.8% 0.5% 2.2%3.8%CRESTED LARK STREET LINE LNCORONAAVENUE1.4%1.4%3.2%2.2%4.1%4.4% 1.1 % 2.0%2.0%LOT 1 LOT 2LOT 13 LOT 14 LOT 7 LOT 1 X X X X X 3 7 . 2 337.6837.273 7 . 4 237.743 7 . 9 5 37.9437.6837.813 7 . 8 4 37.6537.7937.913 8 . 0 9 37.743 7 . 3 9 37. 9 3 38.251.8%0.7%1.3%0.6%37.523 7 . 5 5 1.2%0.1%2.0%2.2%2.2%0.7%1.8%1.5%0.8%1.7%0.8%0.7%2.2%2.2%0.7%0.7% 0.7%0.7% 0.7%0.6% 37.89 37.873 8 . 6 138.573 8 . 5 7 38.693 7 . 7 9 3 7 . 8 0 37.68 3 7 . 6 1 38.2838.15 38.2538.0337.2737.3037.26 3 7 . 9 5 38.043 8 . 1 3 3 8 . 1 7 37.6837.9237.9038.49 38.52 3 8 . 6 2 38. 5 038.553 8 . 9 8 39.073 8 . 8 2 3 8 . 6 1 38.403 8 . 6 7 3 8 . 8 2 3 9 . 3 338.8538.403 8 . 4 0 1.9%1.5% 2.4% 2.1%1.9%39.213 8 . 8 139.5739.443 9 . 2 4 3 8 . 9 8 2.0% 2.3% 1.9% 1.5%38.383 8 . 6 0 0.7%1.4%1.8%1.5%1.0%1.4%100' CROWN TRANSITION100' CROWN TRANS.0.7%0.9%1.8%1.2%1.4%RED WILLOW DRIVECRESTED LARK STREET LOT 9 LOT 1LOT 10 LOT 1037.743 7 . 6 1 NORTH INTERSECTION DETAILI MASKED LARK STREET & CRESTED LARK STREET INTERSECTION DETAILJ CRESTED LARK STREET & SOUTH TIMBERLINE ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 / / / / / / / / NOTES: 1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION. LEGEND: EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING LOT LINE SAWCUT LINE EASEMENT LINE PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED CONCRETE CROSSPAN (TYP.) PEDESTRIAN ACCESS RAMPS PROPOSED CENTERLINE PROPOSED CURB & GUTTER PROPOSED EDGE OF ASPHALT EXISTING RIGHT-OF-WAY KEYMAP SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 INTERSECTION DETAILL CORONA AVENUE & CRESTED LARK STREET JK I L INTERSECTION DETAILK RED WILLOW DRIVE & CRESTED LARK STREET INT4 INTERSECTION DETAILS81 34.473 4 . 5 4 34.3933.573 4 . 1 9 3 4 . 7 5 3 4 . 6 8 3 4 . 9 3 33.8834.3434.6434.203 3 . 8 9 33.5634.010.9% DESERT LARK STREET TULIPWOODLN0.9%0.9%1.5%0.6%2.2 %1.6%7.8%0.6%0.6%2.2%2.1%2.2%2.6%2.5%2.5%3.3%4. 3 % 0.9%0.9%2.0%33.7433.9734.46 33. 9 5 33.88LOT 1 LOT 2 LOT 3 LOT 10 LOT 9 LOT 8 39.4339.2339.1039.2339.693 8 . 2 8 38.873 8 . 5 8 3 9 . 0 2 3 8 . 6 1 38.7339.323 8 . 9 738.3139.37TULIPWOODLNCRESTED LARK STREET 0.9%1.6%1.3%0.8%0.9%2.2%2.2%2.2%2.2%2.2%2.2%7.8%3.8%1.1%4.1%5.0 % 1.9% 0.9%2.0%LOT 9 LOT 1 LOT 3 LOT 4LOT 2 LOT 10 LOT 1 LOT 240.7040.244 0 . 3 940.734 0 . 2 2 40.683 9 . 7 9 4 0 . 2 8 39.303 9 . 7 5 3 9 . 3 339.8340.2440.3140.74 1.4% CRESTED LARK STREET LACEBARKLN1.3%1.3%1.4%1.4%2.3%2.2%2.2%2.2%2.2%2.2%7.8%5.2%1.3%5.2%1.3%0.5% 3.0 % 2.0%2.0%1.4% LOT 9 LOT 10 LOT 2 LOT 1 35.8436.30 3 5 . 8 8 35.5235.9435.49 35.1735.59 3 5 . 1 336.1435.9836.0536.4736.0736.3836.31LACEBARKLNDESERT LARK STREET 1.0%1.0%2.0%0.7%0.6%2.4 %1.5%7.8%0.6%0.6%2.2%2.2%2.2%2.2%2.2%2.2%2.3% 4.2 % 1.0%1.0% 36.05 35.3635.34 LOT 1 LOT 2 LOT 3 LOT 10 LOT 9 LOT 8 P NORTH INTERSECTION DETAILM CRESTED LARK STREET & LACEBARK LN INTERSECTION DETAILN CRESTED LARK STREET & TULIPWOOD LN INTERSECTION DETAILO DESERT LARK STREET & TULIPWOOD LN ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 / / / / / / / / NOTES: 1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION. LEGEND: EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING LOT LINE SAWCUT LINE EASEMENT LINE PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED CONCRETE CROSSPAN (TYP.) PEDESTRIAN ACCESS RAMPS PROPOSED CENTERLINE PROPOSED CURB & GUTTER PROPOSED EDGE OF ASPHALT EXISTING RIGHT-OF-WAY KEYMAP SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 INTERSECTION DETAILP DESERT LARK STREET & LACEBARK LN N O M INT5 ALLEY INTERSECTION DETAILS82 3 4 . 2 6 34.0333.8034.3234.313 4 . 5 534.783 4 . 2 6 34.033 3 . 7 934.8034.5934.7234.873 5 . 1 1 34.6534.80 34.5934.7234.8735.1134.76OAKLEY STREET CANELNLINE LN0.6%0.6%0.6%7.8%4.5%0.6%1.6% 3.6 % 2.0%2.0%0.6% 0.6%0.6%2.0%0.5%1.8 %1.6%7.6%0.6%0.6%2.2%2.2%2.2%2.2%3.5%4.0 %2.0%2.2%2.2%LOT 4 LOT 3 LOT 3 LOT 5 LOT 1 LOT 2 LOT 2 LOT 1 LOT 6 LOT 7 35.8935.6035.6035.133 5 . 1 5 3 5 . 3 7 35.37 36.2036.143 5 . 9 3 3 6 . 0 5 36. 0 6 36.52 3 6 . 1 436.213 6 . 0 6 35.933 6 . 4 5 3 5 . 9 9 36.123 5 . 6 6 35.653 5 . 9 3 3 5 . 6 3 36.3036.141.3%2.1%1.2% 1.0% OAKLEY STREET BONSAILNBAMBOOLN3 5 . 6 3 2.1%2.1%35.630.6%1.3%1.3%7.8%4.5%3.8%1.2%3.6 % 0.1%2.0%0.6%0.6%1.3%1.3%7.8%4.5%3.8%1.2%3.6 % 0.1%2.0%0.6% 0.6%0.6%1.9%0.6%1.8 %1.6%7.6%0.6%0.6%2.2%2.2%2.2%2.2%2.2%2.2%3.5%4.0 % 0.6%0.6%2.0%LOT 3 LOT 5 LOT 4 LOT 3 LOT 1 LOT 2 LOT 2 LOT 1 LOT 6 LOT 7 4 1 . 2 7 4 0 . 8 141.2341.02 40.90 4 1 . 1 7 41.0640.48 40.7740.92 41.2241.514 0 . 8 0 40.50 4 1 . 0 9 4 1 . 0 6 41.1041.004 0 . 9 7 4 0 . 3 1 40.3440.3340.3640.924 0 . 8 840.9841.02CRESTED LARK STREET BONSAILN0.8% 0.9% 0.8%3.4%3.5%3.1%0.9%3.5%2.0% 2.3 % 2.0%2.0%0.8%2.1%2.2%2.2%2.2%2.2%2.2%0.8%0.8% LOT 11LOT 8 LOT 9 LOT 10 LOT 6 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 NORTH INTERSECTION DETAILQ OAKLEY STREET AND BAMBOO LN AND BONSAI LN INTERSECTION DETAILR OAKLEY STREET & CANE LN & LINE LN ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 / / / / / / / / NOTES: 1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION. LEGEND: EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING LOT LINE SAWCUT LINE EASEMENT LINE PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED CONCRETE CROSSPAN (TYP.) PEDESTRIAN ACCESS RAMPS PROPOSED CENTERLINE PROPOSED CURB & GUTTER PROPOSED EDGE OF ASPHALT EXISTING RIGHT-OF-WAY KEYMAP SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 INTERSECTION DETAILS CRESTED LARK STREET AND BONSAI LN Q R S INT6 ALLEY INTERSECTION DETAILS83 GOLDEN WILLOWDRIVEWEEPINGWILLOW DRIVELID XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXXXXXXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU FALCON RIDGE DRIVE BLOCK 1 BLOCK 6 BLOCK 5 TRACT E DAETRACT E DAE TRACT G DAE TRACT F UDA&EAE TRACT F UDA&EAE TRACT ATRACT A TRACT B DE TRACT V DE TRACT V DE BLOCK 1 BLOCK 7 BLOCK 9 BLOCK 10 BLOCK 2 BLOCK 11BLOCK 12BLOCK 8 11 1 11 1 1 12 4 9B9C9A9A9AGOLDEN WILLOW DRIVEDUSKY LARK STREETWEEPING WILLOW DRIVEHORNED LARK STREETLACEBARKLNDESERT LARK STREET CRESTED LARK STREET 9A 1 9A9A 9A 9A 9A9A 9A 9A 19C 9A 9A 9A 9A 9A 9B 9A 9A 9A 9A 4 44 4 9A 9A SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 / / / / / / / /PROPOSED EDGE OF ASPHALT PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: PROPOSED LOT 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.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 3.ALL SPECIFIC SIGNAGE WITHIN TIMBER LARK RESIDENTIAL WILL FOLLOW CITY OF FORT COLLINS STANDARDS. LEGEND: D3 STREET NAME SIGN IN BOTH DIRECTIONS & R1-1 STOP SIGN (30"x30") STREET STOP R1-1 D3 STREET NAME SIGN (TWO STREET NAME SIGNS WHEN STREET NAME CHANGES) ADVISORY SPEED SIGN (24"x30") 25 R2-1 M.P.H. STREET D3 1 2 3 D3 SIDEWALK CLOSED (24"X12")4 SIDEWALK CLOSED R4-7 KEEP RIGHT SIGN OM1-2 REFLECTOR5 R9-9 PEDESTIRAN CROSSING SIZE (30"X30") ARROW SIGN (W16-7P) 6 W16-7P W11-2 TURN RIGHT MUST RIGHT LANE RIGHT LANE MUST TURN RIGHT SIZE (30"X30")7 R3-7R OM-3C LANE DIVIDE WARNING8 OM-3C NO PARKING; FIRE LANE9 9A 9B 9C SN1 SIGNAGE PLAN84MATCHLINE SEE SHEET SN2KEYMAP SN1 SN2 RED WILLOWDRIVEXXXXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXX X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XCORONA AVEFALCON RIDGE DRIVE TIMBERLINE ROADTRACT H UDA TRACT JAETRACT I UDA&EAE TRACT K UDA&EAE TRACT L DE TRACT D DE TRACT O DE TRACT C DETRACT C DE TRACT RDETRACT SDETRACT TDETRACT UDETRACT N UDA&EAE BLOCK 3 BLOCK 4 BLOCK 19BLOCK 20BLOCK 21BLOCK 22TRACT MAEBLOCK 18BLOCK 17BLOCK 16BLOCK 15BLOCK 13BLOCK 141 1 1 1 1 1 2 1 6 6 9B 9A 9C 9B 9A9A9A9A9A9A9A9A9A9A9A 9C 9B 9B OAKLEY STREETMASKED LARK STREETCORONAAVENUETULIPWOOD LNBONSAILNLINE LNBAMBOOLNCANE LNCRESTED LARK STREET RED WILLOW DRIVE44 1 1 11 1 1 9A 9A 9A 9A 9A 9A 9A 9A 4 4 9A 9A 9A 9A 9C 9A 9A 9B 19A 1 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 3 5 8 1 9C / / / / / / / /PROPOSED EDGE OF ASPHALT PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: PROPOSED LOT 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.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 3.ALL SPECIFIC SIGNAGE WITHIN TIMBER LARK RESIDENTIAL WILL FOLLOW CITY OF FORT COLLINS STANDARDS. LEGEND: D3 STREET NAME SIGN IN BOTH DIRECTIONS & R1-1 STOP SIGN (30"x30") STREET STOP R1-1 D3 STREET NAME SIGN (TWO STREET NAME SIGNS WHEN STREET NAME CHANGES) ADVISORY SPEED SIGN (24"x30") 25 R2-1 M.P.H. STREET D3 1 2 3 D3 SIDEWALK CLOSED (24"X12")4 SIDEWALK CLOSED R4-7 KEEP RIGHT SIGN OM1-2 REFLECTOR5 R9-9 PEDESTIRAN CROSSING SIZE (30"X30") ARROW SIGN (W16-7P) 6 W16-7P W11-2 TURN RIGHT MUST RIGHT LANE RIGHT LANE MUST TURN RIGHT SIZE (30"X30")7 R3-7R OM-3C LANE DIVIDE WARNING8 OM-3C NO PARKING; FIRE LANE9 9A 9B 9C SEE BELOW FOR DETAILED VIEW ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 SEE ABOVE FOR OVERALL VIEW SN2 SIGNAGE PLAN85MATCHLINE SEE SHEET SN1KEYMAP SN1 SN2 A B G W LOT GRADING NOTES LEGEND 505 TYPICAL LOT GRADING PLAN VIEW ISOMETRIC VIEW GRADING PLAN TYPE "G" (GARDEN LEVEL) LOT PLAN VIEW ISOMETRIC VIEW GRADING PLAN TYPE "B" LOT PLAN VIEW ISOMETRIC VIEW GRADING PLAN 500 TYPE "A" LOT GRADING PLAN 501 TYPE "B" LOT GRADING PLAN 503 TYPE "G" (GARDEN LEVEL) LOT GRADING PLAN 504 TYPE "W" (WALKOUT LEVEL) LOT GRADING PLAN OVERLOT GRADING NOTES: 1.OVERLOT GRADING WILL UTILIZE FINISHED FRONT AND BACK LOT CORNERS AS SHOWN ON THESE GRADING PLANS. INTERIOR FINISHED LOT GRADES SHOWN ON THESE PLANS ARE EXPECTED TO BE ACHIEVED UTILIZING MATERIAL FROM THE BASEMENT EXCAVATIONS; THEREFORE, ONLY THE LOT CORNER ELEVATIONS NEED TO BE ESTABLISHED PRIOR TO ISSUANCE OF BUILDING PERMITS. INTERIOR AND SIDE LOT ELEVATIONS WILL NOT BE ACHIEVED UNTIL THE HOME IS CONSTRUCTED. INDIVIDUAL LOT GRADING CERTIFICATIONS WILL VERIFY ALL PERTINENT ELEVATIONS AFTER THE HOME HAS BEEN CONSTRUCTED. 2.THESE OVERLOT TEMPLATES DO NOT GUARANTEE AN EARTHWORK BALANCE. IMPORT AND/OR EXPORT MAY BE REQUIRED. THE INTENT OF THESE OVERLOT TEMPLATES IS TO PROVIDE GENERAL GUIDANCE FOR OVERLOT GRADING. THESE TEMPLATES MAY NOT APPLY TO ALL LOTS. FIELD CHANGES CAN BE MADE SO LONG AS LOT CORNERS AND DRAINAGE PATTERNS REMAIN PER PLAN. 3.TYPICAL OVERLOT GRADING SHALL BE AT THE DEVELOPER'S DISCRETION. THE TYPE OF FOUNDATION SHOULD BE CONSIDERED WHEN DETERMINING OVERLOT EXTENTS. TEMPLATES SHOWN ARE SUGGESTED GRADING. CONTRACTOR/DEVELOPER MAY ADJUST AS NECESSARY TO BALANCE GRADING. LOT CORNER ELEVATIONS AS SHOWN ON THESE PLANS MAY NOT BE MODIFIED WITHOUT PRIOR APPROVAL OF THE CITY AND ENGINEER. 502 TYPICAL OVERLOT GRADING LOT GRADING RECOMMENDATIONS: PLAN VIEW OVERLOT TEMPLATE "A" LOT OVERLOT TEMPLATE "B" LOT OVERLOT TEMPLATE WALKOUT/GARDEN LEVEL SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 D1 GRADING DETAILS86 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 D2 UTILITY DETAILS87 TYPICAL TRENCH AND BEDDING DETAIL200 TYPICAL GATE VALVE DETAIL201 TYPICAL FIRE HYDRANT DETAIL202 TYPICAL SERVICE LAYOUT DETAIL203 TYPICAL METER PIT DETAIL204 TYPICAL DOUBLE METER PIT DETAIL205 ROWROWROWROWROWROWROWROWTYPICAL JOINT RESTRAIN DETAIL206 TYPICAL WATER LOWERING DETAIL207 D3 UTILITY DETAILS88 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 TYPICAL TRENCH AND BEDDING DETAIL300 TYPICAL MANHOLE DETAIL301 TYPICAL SANITARY SERVICE DETAIL303 Final asphalt lift, overlay or grade adjustment Depress ring 1/4" to 5/8" below adjacent finished street grade Slope up to match finished pavement Straight cut around ring Concrete grade ring to match slope or finished grade Grade ring Existing base course Manhole Shim / Grout 16" max.NOTE: 1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. Cover Support with Steel Shims and pack with High Strength Grout TYPICAL MANHOLE COVER DETAIL302 3'-0"2'-0"PVC Conduit 15'-0" NOTES: 1. Match location of sleeves on curb head. 2. Depth of sleeve shall be no less than 3'-0" below street grade. 3. Bundles of sleeves are permitted. 4. Sleeves shall be installed with "Pull Wires". A A Score concrete curb head with "X" to mark location of sleeves. SECTION A-A(MIN.)(MIN.)DETAIL Sidewalk Base Bundles of Conduits permitted (Schedule 40 min.) 1' Sleeve 1'SLEEVE LOCATION DETAIL304 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 D4 DRAINAGE DETAILS89 BEDDING REQUIREMENTS DETAIL400 MANHOLE DETAIL401 SHALLOW MANHOLE DETAIL402 E C B E E C D PLAN CONCRETE END SECTION DETAIL403 POND GAUGE DETAIL404 SECTION B-B DETAIL 1 SECTION A-A PLAN SECTION C-C CC BB A A CONCRETE PAN DETAIL405 SIDEWALK CHASE DETAIL406 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 D5 DRAINAGE DETAILS90 A A B B SECTION A-A DETAIL "A" SECTION B-B CURB FACE ASSEMBLY DETAIL GENERAL NOTES PLAN VIEW 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 6 IN. THICK SIDEWALL (TYP. BOTH SIDES) 3 FT.5 FT.3 FT. 6 IN.6 IN. BACK OF CURB FLOW LINESEE DETAIL "A" 4 FT. OPENING WARPED CURB & GUTTER (TYP. BOTH SIDES) 6 IN. 3 FT.-6 IN. 6 IN. 2 FT. 11 FT. 6 IN. 2 FT.4 FT.- 6 IN. 6 IN. SEE CURB FACE ASSEMBLY DETAIL MANHOLE RUNGS-12 IN. O.C. 1% SLOPE FOR DRAINAGE 6 IN. 3 FT.-6 IN.4 FT. WARPED GUTTER DEPRESSED GUTTER NORMAL FLOW LINE TOP OF GUTTER ALTERED FLOW LINE 6 IN.6 IN. 1% SLOPE FOR DRAINAGE 6 IN. WALL 3 IN. RAD.6 IN. EXTEND CHANNEL TO OUTSIDE EDGE OF WALL 10 IN. EMBEDMENT 8 8.5 FLUSH WITH CURB FACE NTS 1 1/2 IN. R #4 BAR 18 IN. LONG 2 IN. 2 IN.4:16 IN. MAX/MIN. 8 IN. 2:1 #5 BAR 6 IN. 1 1/2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT 4 IN. 1/4 IN. 1 1/4 IN. DIA. X 24 IN. GALV. 3 1/2 IN. AT TOP. 3 IN. X 3 IN. X 3/8 IN. PLATE 6 IN. 1/4 IN.-1 IN. LEG WARPED GUTTER VARIABLEMAX. HEIGHT-10 FT.2 FT. -6 IN. MIN.(UNLESS SQUASH PIPEIS USED)STEEL ROD - THREADED 3 FT.-6 IN. 6 IN. 1. SEE D-7B FOR REINFORCEMENT. 2. FLOOR OF INLET SHALL BE SHAPED WITH ADDITION CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 6. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. 401 402 403 404 405 406 407 408 501 502 503 504 8 8.5 8 IN. 12 IN. 9 IN. 6 IN. 24 IN. 9 IN. 9 IN. 12 IN. 12 IN. 12 IN. 12 IN. 12 IN. 12 IN. 601 5/8 IN. 5/8 IN. 5/8 IN. 5/8 IN. 3/4 IN. 1/2 IN. 1/2 IN. TABLE 1 BAR LIST FOR CURB INLET - II VIII II VII II II II II II IV II III 2 1 2 1 4 2 2 4 * 14 6 4 * 1 FT. 6 IN. 4 FT. 8 IN. 4 FT. 8 IN. 9 FT. 0 IN. 3 FT. 4 IN. 9 FT. 0 IN. 9 FT. 0 IN. * 3 FT. 2 IN. * 7 FT. 4 IN. 3 FT. 10 IN. 7 FT. 10 IN. - MARK DIA.O.C.TYPE NO.LENGHTIN.REQ'DSPACING ANCHOR 8 FT. 10 IN. 5 FT. 0 IN.- -1 1- - *VARIBLE WITH HIGHT, REFER TO TABLE 2. 11 FT. 3 FT.5 FT.3 FT. 8 8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER2 FT. 4 FT. 6 IN. 8 IN. O.C. 9 IN. O.C. 6 IN. O.C.12 IN.12 IN. ANCHOR BACK OF CURB FLOW LINE 503 504 502 501 401 601 407 407 408 ANCHOR 601 2 FT.4 FT. - 6 IN. 601 501 ADD 1 #4 BAR (402) 404 504 503 ADD 1 #4 BAR (402) 402 406 12 IN. LAP 402 403 402 #4 BAR 3 IN CIR. OUT SI D E PIPE DIA. SECTION A-A 408 2 FT.5 FT.2 FT.1 FT.1 FT. #4 ANCHORS402 404 405 402 405402 403 SECTION B-B A B A B PLAN VIEW NTS 3 FT. 6 IN. 4 FT. 0 IN. 4 FT. 6 IN. 5 FT. 0 IN. 5 FT. 6 IN. 6 FT. 0 IN. 6 FT. 6 IN. 7 FT. 0 IN. 7 FT. 6 IN. 8 FT. 6 IN. 8 FT. 6 IN. 9 FT. 0 IN. 9 FT. 6 IN. 10 FT. 0 IN. TYPE IV TYPE VII TYPE VIII TYPE III "U" "U" BENT LOOP 20 IN. 20 IN. 54 IN. 48 IN. 8 IN. 11 IN. 30 IN. 12 IN. LAP LENGHT STRAIGHT TYPE II LENGHT 402 405 404 406 CONC.STEEL LB.C.Y. 3 FT. 2 IN. 3 FT. 8 IN. 4 FT. 2 IN. 4 FT. 8 IN. 5 FT. 2 IN. 5 FT. 8 IN. 6 FT. 2 IN. 6 FT. 8 IN. 7 FT. 2 IN. 7 FT. 8 IN. 8 FT. 2 IN. 8 FT. 8 IN. 9 FT. 2 IN. 9 FT. 8 IN. 2 FT. 1 IN. 2 FT. 7 IN. 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 18 22 16 16 14 14 12 12 10 10 8 8 6 6 8 8 10 10 12 12 14 14 16 16 22 18 2424 22 22 20 20 18 18 16 16 14 14 12 12 10 3 FT. 1 IN. 3 FT. 7 IN. 4 FT. 1 IN. 4 FT. 7 IN. 5 FT. 1 IN. 5 FT. 7 IN. 6 FT. 1 IN. 6 FT. 7 IN. 7 FT. 1 IN. 7 FT. 7 IN. 8 FT. 1 IN. 8 FT. 7 IN. H QUANITIES VARIBLES WITH HEIGHT TABLE 2 BAR BENDING DIAGRAM (DIMENSION ARE OUT TO OUT OF BAR)GENERAL NOTES: 1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALSS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. 29 I N . NTS NTS A A B B SECTION A-A DETAIL "A" SECTION B-B CURB FACE ASSEMBLY DETAIL GENERAL NOTES PLAN VIEW 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 6 IN. THICK SIDEWALL (TYP. BOTH SIDES) 3 FT.5 FT.3 FT. 6 IN.6 IN. BACK OF CURB FLOW LINE SEE DETAIL "A" 4 FT. OPENINGWARPED CURB & GUTTER (TYP. BOTH SIDES) 6 IN.3 FT.-3 IN.17 IN.14 IN. 11 FT. 6 IN. 2 FT.4 FT.- 6 IN. 6 IN. SEE CURB FACE ASSEMBLY DETAIL MANHOLE RUNGS-12 IN. O.C. 1% SLOPE FOR DRAINAGE 6 IN. 3 FT.-6 IN.4 FT. WARPED GUTTER DEPRESSED GUTTER NORMAL FLOW LINE TOP OF GUTTER ALTERED FLOW LINE 6 IN.6 IN. 1% SLOPE FOR DRAINAGE 6 IN. WALL 3 IN. RAD.6 IN. EXTEND CHANNEL TO OUTSIDE EDGE OF WALL 10 IN. EMBEDMENT 8 8.5 FLUSH WITH CURB FACE NTS 1 1/2 IN. R #4 BAR 18 IN. LONG 2 IN. 2 IN.4:16 IN. MAX/MIN. 8 IN. 2:1 #5 BAR 6 IN. 1 1/2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT 4 IN. 1/4 IN. 1 1/4 IN. DIA. X 24 IN. GALV. 3 1/2 IN. AT TOP. 3 IN. X 3 IN. X 3/8 IN. PLATE 6 IN. 1/4 IN.-1 IN. LEG WARPED GUTTER VARIABLEMAX. HEIGHT-10 FT.2 FT. -6 IN. MIN.(UNLESS SQUASH PIPEIS USED)STEEL ROD - THREADED 3 FT.-6 IN. 6 IN. 1. SEE D-8B FOR REINFORCEMENT. 2. FLOOR OF INLET SHALL BE SHAPED WITH ADDITION CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 6. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111.4 FT.CURB INLET DETAIL 1/2500 TYPICAL BASIN INSTALLATION OPTIONS507 TYPICAL BASIN INSTALLTION OPTIONS508 CURB INLET DETAIL 2/2501 CURB INLET DETAIL 1/2502 CURB INLET DETAIL 2/2503 REV J7001-110-144DWG 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 DRAIN BASIN WITH STANDARD GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 1-23-06DATE EBCDRAWN BY 06-12-18 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 8" - 36" 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" & 12" MIN. ON 36" BASED ON MANUFACTURING REQ.) 4" MIN ON 8" - 24" 6" MIN ON 30" & 36" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP FOR 8"-30" BASINS. 36" BASINS REQ. 2.25 FT FOR REDUCING CONE) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH STANDARD GRATE 1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 36"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. (6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST.©2011 NYLOPLAST (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC REV G7001-110-340DWG NO.1 OF 1SHEET1:25SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN TURF TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 01-05-09DATE EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 12" - 36" DRAIN BASIN 12" - 30" INLINE DRAIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NYLOPLAST TURF TRAFFIC INSTALLATION TOP SOIL FRAME & GRATE/SOLID COVER ©2013 NYLOPLAST 06-12-18 NMH TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 8" MIN THICKNESS GUIDELINE 1. GRATES/SOLID COVERS SHALL MEET H-20 LOAD RATING FOR 30" PEDESTRIAN & 12" - 30" STANDARD & SOLID 2. DESIGN SHOULD ACCOUNT FOR ROOT DEPTH TO ALLOW TURF TO GROW AND PREVENT EROSION AROUND GRATE SO THAT HAZARDS DO NOT FORM. 3. 36" DRAIN BASIN REQUIRES 36'X30" REDUCING CONE. REDUCING CONE REQUIRES 2.25FT MINIMUM FROM GRADE TO TOP OF PIPE. 4" MIN ON 12" - 24" 6" MIN ON 30" & 36" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION BOTTOM FLANGE OF FRAME MUST BE SUPPORTED BY CONCRETE COLLAR TOP SOIL (2) (2) MIN DEPTH FOR TURF 18" MIN THICKNESS 18" MIN THICKNESS BOTTOM FLANGE OF FRAME MUST BE SUPPORTED BY CONCRETE COLLAR 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" VARIES (REFER TO STORM DRAIN PLAN) INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW. 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6"THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) 8" MIN. THICKNESS GUIDELINE 12" MIN WIDTH GUIDELINE REV C7001-110-042DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 8-10-00DATE AWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 8-10-00 CJA DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTTSALPOLYN DUCT I L E I RO NTSA LPOL YNDUC TILEIRON DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTWHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN 2 INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN 3 VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8"6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 CONCRETE VAULT WITH WQ WEIR505 NYLOPLAST BASIN DETAIL504 PRIVATE UD CLEANOUT (STORMTECH)506 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 D6 DRAINAGE DETAILS91I:\StmWtr\Criteria Manual\D46.dwg4/7/11CC 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 OUTLET STRUCTURE DETAIL600 INLET SCHEDULE603 CONCRETE CHANNEL DETAIL601 FG 0.5' 2' 0.5' #4@6" O.C. #4L@12" O.C.3"CLR.#4@12" O.C. #4L@12" O.C. EMERGENCY OVERFLOW WEIR SUMMARY TABLE Pond No.Top of Weir Elevation (ft) Notch Elevation (ft) Bottom Elevation (ft) Notch Width, W, ft Length, L (ft) 1 4932.00 5031.00 5029.5 75 4 EMERGENCY OVERFLOW WEIR604 CONCRETE CHANNEL w/ SIDEWALK DETAIL602 0.5' 2' 0.5' #4@6" O.C. #4L@12" O.C.3"CLR.#4@12" O.C. #4L@12" O.C. 8' FG 4" SLOPE SIDEWALK TO CURB INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A2 5' Type-R Per Detail Inlet A3-1 10' Type-R Per Detail Inlet A4-1S 10' Type-R Per Detail Inlet A4-2S 12" Drain Basin Beehive Grate Inlet A4-3S 12" Drain Basin Beehive Grate Inlet A4-4S 12" Drain Basin Beehive Grate Inlet A4-5S 12" Drain Basin Beehive Grate Inlet A4-1N 15' Type-R Per Detail Inlet A4-3N 10' Type-R Per Detail Inlet A4-4N 10' Type-R Per Detail Inlet A4-5N Area Inlet Per Detail Inlet A4-6N Area Inlet Per Detail Inlet A6-1N 15' Type-R Per Detail Inlet A6-1S 10' Type-R Per Detail Inlet A6-2S 15" Drain Basin Beehive Grate Inlet A6-3S 15" Drain Basin Beehive Grate Inlet A6-4S 15" Drain Basin Beehive Grate Inlet A7 15' Type-R Per Detail Inlet C2 5' Type-R Per Detail Inlet C3 10' Type-R Per Detail Inlet E2 10' Type-R Per Detail Inlet F2 12" Drain Basin Beehive Grate Inlet F3 12" Drain Basin Beehive Grate Inlet F4 12" Drain Basin Beehive Grate Inlet F5 12" Drain Basin Beehive Grate Pond Outlets Outlet B2 Pond Outlet Per Detail 4923.00 4925.19 4932.00 4 4926.19 4 1 2.19 2 3 5/8 2" CONCRETE NOTES: 1. MAXIMUM SPACING OF CONTRACTION JOINTS IS TEN (10) FEET. 2. EXPANSION JOINTS REQUIRED AT 400 FOOT MAXIMUM SPACING. ADDITIONAL JOINTS MAY BE REQUIRED AT THE DISCRETION OF THE ENGINEER. SEE JOINT DETAILS. 3. CONCRETE SURFACES TO RECEIVE A LIGHT BROOM FINISH. CROSS SECTION B - B 408 SCOUR-STOP 4' PLAN SCOUR-STOP PER SCHEDULE 6" 6"MIN. 4" CURB MINIMUM 6" THICK CDOT CLASS D CONCRETE SCOUR-STOP FINISHED GRADE (RAIN GARDEN) 1% ± CROSS SECTION A - A 4" 2" 1' 4:1 A A 4"1' 6" RIBBED CONCRETE RUNDOWN B B 4" SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 D7 DRAINAGE DETAILS92 INSERTA-TEE SIDE INLET DETAIL INSERTA TEE CONNECTION CONVEYANCE PIPE MATERIAL MAY VARY (PVC, HDPE, ETC.) PLACE ADSPLUS WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT INSERTA TEE TO BE INSTALLED, CENTERED OVER CORRUGATION SIDE VIEWSECTION A-A A A DO NOT INSTALL INSERTA-TEE AT CHAMBER JOINTS NOTE: PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC-310 6" (150 mm)4" (100 mm) SC-740 10" (250 mm)4" (100 mm) DC-780 10" (250 mm)4" (100 mm) MC-3500 12" (300 mm)6" (150 mm) MC-4500 12" (300 mm)8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON (X) 6 UNDERDRAIN DETAIL A A B B SECTION A-A SECTION B-B 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 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS 5 MC-3500 TECHNICAL SPECIFICATIONS PART #STUB B C MC3500IEPP06T 6" (150 mm)33.21" (844 mm)--- MC3500IEPP06B ---0.66" (17 mm) MC3500IEPP08T 8" (200 mm)31.16" (791 mm)--- MC3500IEPP08B ---0.81" (21 mm) MC3500IEPP10T 10" (250 mm)29.04" (738 mm)--- MC3500IEPP10B ---0.93" (24 mm) MC3500IEPP12T 12" (300 mm)26.36" (670 mm)--- MC3500IEPP12B ---1.35" (34 mm) MC3500IEPP15T 15" (375 mm)23.39" (594 mm)--- MC3500IEPP15B ---1.50" (38 mm) MC3500IEPP18TC 18" (450 mm) 20.03" (509 mm)---MC3500IEPP18TW MC3500IEPP18BC ---1.77" (45 mm)MC3500IEPP18BW MC3500IEPP24TC 24" (600 mm) 14.48" (368 mm)---MC3500IEPP24TW MC3500IEPP24BC ---2.06" (52 mm)MC3500IEPP24BW MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³) MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³) WEIGHT 134 lbs.(60.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³) WEIGHT 49 lbs.(22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. 90.0" (2286 mm) ACTUAL LENGTH 86.0" (2184 mm) INSTALLED BUILD ROW IN THIS DIRECTION NOTE: ALL DIMENSIONS ARE NOMINAL LOWER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB B C 75.0" (1905 mm) 45.0" (1143 mm) 25.7" (653 mm) FOOT 77.0" (1956 mm) 45.0" (1143 mm) PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" END CAPS WITH A WELDED CROWN PLATE END WITH "C" UPPER JOINT CORRUGATION 22.2" (564 mm) INSTALLED CUSTOM PARTIAL CUT INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. 2 MC-3500 ISOLATOR ROW PLUS DETAIL 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. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART #: MC3500IEPP24BC OR MC3500IEPP24BW ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-3500 CHAMBER MC-3500 END CAP OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MC350024RAMP 3 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. STORMTECH CHAMBER CONCRETE COLLAR PAVEMENT 12" (300 mm) MIN WIDTH CONCRETE SLAB 6" (150 mm) MIN THICKNESS 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY 4 MC-3500 CROSS SECTION DETAIL ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 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 9" (230 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 F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2.MC-3500 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 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. 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 24" (600 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 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. 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, 4 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED. 24" (600 mm) MIN* 8' (2.4 m) MAX 12" (300 mm) MIN77" (1950 mm) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 12" (300 mm) MIN 9" (230 mm) MIN D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30" (750 mm). 6" (150 mm) MIN PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-3500 END CAP SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 45" (1140 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. 1 NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MC-SERIES END CAP INSERTION DETAIL MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP MANIFOLD HEADER MANIFOLD STUB 7 4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.RADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON REFERENCED STANDARDS. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN AREGENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT, UNLESS THE PLANS ARE SIGNED AND SEALED BY THE SITE DESIGN ENGINEER. THE SITE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION AND SEALING THE DOCUMENT. IT IS THE SITE DESIGN ENGINEER'S RESPONSIBILITY TOENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT.REVIEWED:DRAWN:PROJECT NO:DATE:SHEET70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityREV: NOT TO SCALEFOR STORMTECH INSTRUCTIONS, DOWNLOAD THE INSTALLATION APP ADVANCED DRAINAGE SYSTEMS, INC. R MC-3500 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH MC-3500. 2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.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 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. 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. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1.STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - SPACING BETWEEN THE CHAMBER ROWS. 7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 11.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 2.THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.MC-3500STANDARD DETAILS SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 D8 SITE DETAILS93 CURB & GUTTER DETAIL700 CROSS PAN DETAIL701 GENERAL NOTES: 1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLED IN RADIUS AND PAN. 2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIAL STREET. 3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL AND COLLECTOR STREETS. FORT COLLINS ONLY Notes: 1. Set ramp slopes using the center of theramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for theramp. Specifications for the panel materialwill be provided upon request. 3. Each ramp shall align perpendicular to thestreet in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standardsfor other necessary criteria needed to construct these ramps that is not specifiedon this drawing. 5. Construct the ramps and walk so the cornerarea all drains to the street. 6. If curb and gutter are poured monolithic withramp, place dome edge at back of curb asshown. If not poured monolithic, place dome edge 6" from back of curb.PLAN VIEWNTSRamp FlareGutterRampRampFlareCurbCurbConc. FlarePanelsPanelsTruncated domepanels:1-2'x2.5'1-2'x2'Truncated Dome WarningDetection Plan LocationsLEGEND:BOC- Back of curb⅊ Property LinePT - Point of TangencyFlow line Section A-A NTS4'-6"2'-0"2'-6"2'-0"t Varies Varies 4.5'6.0'.5'1.5'4.5'1.5 '12.0'12.0'4.5'.5'6.0'4.5'L a n d s c a p e d A r e a PT CurbAA6" Curb(TYP)0" CurbFull heightcurbTruncated domewarning detection⅊PT of walkR15.0'⅊⅊ & BOW5'-6" BOC to walk w/ vertical curb5'-7" BOC to walk w/ drive over curbConc. SidewalkArea to be landscapedConc. walkGutterorApronTruncate DomeWarning Panel1:12 Max slope1:20SlopePT of curbreturn6"Conc. Flare6" Curb(TYP)See note 6 ACCESS RAMP DETAIL702 TRUNCATED DOME DETAIL703 DRIVEWAY APPROACH DETAIL704 STANDARD SIDWALK DETAIL705 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 D9 SITE DETAILS94 SIGN POST DETAIL1000 STREET NAME SIGN DETAIL1001 FIRE LANE INSTALLATION DETAIL1003 FIRE ACCESS SIGN DETAIL1004 DEAD END BARRICADE DETAIL1002 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 D10 SITE DETAILS95 1100 KEYSTONE RETAINING WALL SYSTEM TYPICAL WALL DETAILS (FOR REFERENCE ONLY) 1101 KEYSTONE RETAINING WALL SYSTEM TYPICAL WALL DETAILS (FOR REFERENCE ONLY) SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 D11 IRRIGATION DETAILS96 AREA INLET DETAIL1110 MANHOLE DETAIL1111 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" (100 mm)(533mm) 6"23" (150 mm)(584mm) 8"26" (200 mm)(660mm) 10"28" (250 mm)(711mm) 12"30" (300 mm)(762mm) 15"34" (375 mm)(864mm) 18"39" (450 mm)(991mm) 24"48" (600 mm)(1219mm) 30"56" (750 mm)(1422mm) 36"64" (900 mm)(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) ADS TRENCH DETAIL1112 LID D DD FE SSTSTSTSTSTSTSTST DST IRR IRR IRRIRRIRR IRRIRRDETENTION POND SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFBLOCK 8 BLOCK 12BLOCK 11BLOCK 10BLOCK 10BLOCK 9BLOCK 1BLOCK 1 BLOCK 5 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 21 BLOCK 22BLOCK 20BLOCK 19 BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 18 BLOCK 18 BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 4 BLOCK 13 BLOCK 14 BLOCK 7 UNDERGROUND CHAMBERS SF IP W1 CWA RS VTC OP IP IP IPIP IPIPIPIPIPIPIP IPIP IP SS IP W1 W1 OP W1 W1 SF SF SF SF SF W1W1 W1 IP IP IP IP RS RS RS RS RS MUWEEPING WILLOWDRIVECORONAAVEGOLDENWILLOW DRIVERED WILLOWDRIVEFALCON RIDGE DRIVE FOSSIL CREEK CIRCLEFOSSIL CREEK PARKWAY FOSSIL CREEK CIRCLEFALCON RIDGE DRIVE FOSSIL CREEK PARKWAY TIMBERLINE ROADOAKLEY STREETGOLDEN WILLOW DRIVEDUSKY LARKSTREETWEEPING WILLOW DRIVEHORNED LARKSTREETMASKED LARKSTREETCORONAAVENUELACEBARK LNTULIPWOODLNBONSAILNLINE LNBAMBOOLNCANE LNDESERT LARK STREET CRESTED LARK STREET CRESTED LARK STREET RED WILLOW DRIVECF CF CF CF CFCFCFCFPROPOSED CONSTRUCTION FENCE AT ENTRANCE PROPOSED CONSTRUCTION FENCE AT ENTRANCE PROPOSED CONSTRUCTION FENCE AT ENTRANCE PROPOSED CONSTRUCTION FENCE AT ENTRANCE MU MU SS SS SS 5:17:15:15:19:17:14:14:15:14:1 4:1 7:19:16:1 5:1 SS ECB4:1RS SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH ( IN FEET ) 0 1 INCH = 100 FEET 100 100 200 300 EC1 EROSION CONTROL PLAN97 KEYMAP PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SCOUR STOP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE DRAINAGE REPORT BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 6.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 7.SEE SHEET EC2 FOR ADDITIONAL EROSION CONTROL NOTES. 8.ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. GENERAL NOTES: LEGEND: OUTLET PROTECTION SF IPINLET PROTECTION W1WATTLE OPTION 1 SILT FENCE VEHICLE TRACKING PAD SF CWA W2WATTLE OPTION 2 RSROCK SOCK CONCRETE WASHOUT AREA VTC SS BOP SEEDING AND MULCHING MU CFCONSTRUCTION FENCE CF EROSION CONTROL BLANKET ECB EROSION CONTROL NOTES: TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: WATERFIELD CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Construction & Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Protection * Rip Rap Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Sediment Trap Rock Socks * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Other: 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 Under slope stabilization rolled products. Reseeding may be required. 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE TO THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 7.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 8.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 9.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 10.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 11.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 12.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 13.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 14.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 15.CONTRACTOR SHALL KEEP ALL PUBLIC STREETS SURROUNDING THE PROJECT CLEAN FROM ANY CONSTRUCTION TRACK OUT AND WILL CLEAN IT WITHIN 24 HOURS, SHOULD ANY TRACK OUT OCCUR. 16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT UNDERGROUND STORMTECH CHAMBERS FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE. 17.THE SITE MUST BE SWEPT AND MAINTAINED TO PREVENT DIRT, SEDIMENT, SAW CUTTINGS, CONCRETE WASH, TRASH & DEBRIS, LANDSCAPE MATERIALS AND OTHER POLLUTANTS FROM ENTERING STORM SEWER AT ALL TIMES. DIRT, DEBRIS, AND MUD FROM CONSTRUCTION ACTIVITIES SHALL NOT BE TRACKED ON TO CITY STREETS AND ALLEYS, AND THE SITE SHALL BE CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. IF DIRT, DEBRIS, AND MUD FROM CONSTRUCTION ACTIVITIES IS TRACKED INTO CITY RIGHT-OF-WAYS, THE DIRT, DEBRIS, AND MUD SHALL BE IMMEDIATELY CLEANED UP BY THE CONTRACTOR. 18.THE CONTRACTOR SHALL COMPLY WITH THESE NOTES AND ADDITIONAL EROSION CONTROL NOTES ON SHEETS EC2. IF THERE IS A CONFLICT, THE MORE RESTRICTIVE NOTE SHALL APPLY. TABLE OF CALCULATIONS TOTAL DISTURBED AREA 35.32 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 35.32 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0 ACRES TOTAL STORAGE/STAGING AREA ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 92% EXT. PERCENT VEGETATIVE COVER ~90% EXISTING SOIL TYPE 39.0% TYPE C LOAM 3.7% TYPE B LOAM 57.4% TYPE C CLAY LOAM GROUNDWATER DEPTH 33.3 FT NUMBER PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS (-)5961 CU. YDS. TOTAL AREA OF STOCKPILING OF ILL OR BORROW AREAS OFF SITE 100 SQ. FEET STEEPEST SLOPE 4:01 H:V DISTANCE FROM A RIPARIAN OR SENSTIVE AREA 1000 FT SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EC2 EROSION CONTROL NOTES98 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) 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. SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EC3 EROSION CONTROL DETAILS99 CURB INLET FILETER DETAIL100 AREA INLET FILTER DETAIL101 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 SILT FENCE DETAIL102 CONCRETE WASHOUT DETAIL103 ROCK SOCK DETAIL104 VEHICLE TRACKING CONTROL DETAIL104 AA PLAN VIEW SECTION A-A 2:1 OP WQCV OUTLET PROTECTION DETAIL105 SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 EC4 EROSION CONTROL DETAILS100 CONSTRUCTION ON INDIVIDUAL EROSION CONTROL FOR PLAN VIEW ISOMETRIC VIEW RESIDENTIAL LOTS 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. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED 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. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x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courstop Schedule Storm Line Pipe Diameter (in) Velocity (cfs) Transition Mat W x L Storm A 42 14.03 12x24 Storm C 36 6.46 8x12 Storm E 15 10.29 8x8 Storm F 15 2.89 8x8 Sidewalk Culvert 3-3 48"x9"7.63 12x16 *Rectangular Channel 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"TOPSOIL"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"TOPSOIL6" 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. 12"MIN. 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'ECB 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% EROSION CONTROL BLANKET204 FO LID S D VAULT F.O. FO D S D S F E SSTSTSTSTSTSTSTST D S STFE SS UDUD DETENTION POND REQUIRED STORAGE VOLUME = 5.65 AC-FT WATER QUALITY VOLUME = 0.23 AC-FT PROVIDED VOLUME = 6.02 AC-FT CRESTED LARK STREET CRESTED LARK STREETCRESTED LARK STREET DESERT LARK STREET DESERT LARK STREET MASKED LARK STREETBONSAI LNLINE LNBAMBOO LNCANE LNGOLDEN WILLOW DRIVEOAKLEY STREETDUSKY LARK STREETWEEPING WILLOW DRIVEHORNED LARK STREETLACEBARK LNRED WILLOW DRIVETULIPWOOD LNCORONA AVENUETIMBERLINE ROADTRILBY ROAD TIMBERLINE ROADTRILBY ROAD PARAGON ESTATES NORTH CHANNEL PARAGON ESTATES LINDEN PARK A12b A12c A12d OUTLET STRUCTURE RELEASE RATE = 10.4 CFS CONNECTION TO EXISTING 30" STORM SEWER AT MANHOLE EX-4 (LINDEN PARK STORM OUTFALL) STORM SEWER A STORM SEWER A4 STORM SEWER C STORM SEWER B INLET A4-1S INLET A4-1N INLET A3-1 INLET A2INLET A6-1S INLET A6-1NINLET A7 INLET C2 INLET C3 INLET A4-6NINLET A4-5N INLET A4-4N INLET A4-3N STORM SEWER E INLET E2 STORM SEWER F UNDERGROUND CHAMBERS STORM SEWER A6 STORM SEWER A5 INLET F2 INLET F3 INLET F4 INLET F5 34.102.29 ac. A1 0.36 ac. A4a 6.14 ac. A56.09 ac. A6 1.44 ac. A3a 3.84 ac. A9 0.45 ac. A8 1.95 ac. A15 2.32 ac. A12a 0.97 ac. A10 0.43 ac. A11 1.08 ac. A13 2.91 ac. A7 0.39 ac. A14 1.74 A4b 17.66 ac. OS1 12.62 ac. OS2 2.63 ac. OS313.09 ac. OS4 1.17 ac. A2a 0.08 ac. A12d 0.08 ac. A12c 0.08 ac. A12b 0.85 ac. A2b 0.68 ac. A3b A4A A6A7 A4B A3A A8 A9 A10 A11 A12A A13 A14 A15 A1 os1 os2os4 os3 A2A A5 A3B A2B 11 3 3 22 100-YR WSEL SheetTIMBER LARK RESIDENTIALThese drawings are instruments ofservice provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineer inthe employ of Northern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 101 NORTH ( IN FEET ) 0 1 INCH = 100 FEET 100 100 200 300 DR1 DRAINAGE PLAN101 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 NOTES: 1.REFER TO THE FINAL DRAINAGE REPORT FOR TIMBER LARK, DATED JULY 7, 2022 FOR ADDITIONAL INFORMATION. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION LID Site Summary Total Site Area 1,532,003 sq. ft. Total Impervious Area with LID Treatment 580,700 sq. ft. Total Impervious Area without LID Treatment 244,633 sq. ft. Total Impervious Area 825,333 sq. ft. 50% Requried Minium Area to be Treated 412,667 sq. ft. 75% Requried Minium Area to be Treated 619,000 cu. ft. Total Treated Area 580,700 sq. ft. Percent Impervious Treated by LID 70% 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 DEVELOPED DRAINAGE SUMMARY Design Point Basin ID Total Area (acres) C2 C100 2-Yr Tc (min) 100-Yr Tc (min) Q2 (cfs) Q100 (cfs) a1 A1 2.286 0.24 0.30 9.05 9.05 1.27 5.66 a2a A2a 1.171 0.69 0.87 7.34 7.34 2.05 9.78 a2b A2b 0.852 0.55 0.69 13.47 13.47 0.93 4.05 a3a A3a 1.442 0.68 0.85 9.67 9.67 2.21 11.08 a3b A3b 0.675 0.55 0.69 9.67 9.67 0.84 3.99 a4a A4a 0.362 0.73 0.92 5.00 5.00 0.76 3.31 a4b A4b 1.735 0.66 0.82 5.37 5.37 3.25 14.19 a6 A6 6.091 0.60 0.75 11.19 11.19 7.75 37.31 a7 A7 2.908 0.65 0.81 10.45 10.45 4.15 20.16 a8 A8 0.448 0.73 0.92 8.78 8.78 0.77 4.09 a9 A9 3.837 0.59 0.74 11.16 11.16 4.81 23.17 a10 A10 0.973 0.74 0.93 5.00 5.00 2.06 8.99 a11 A11 0.432 0.67 0.84 6.03 6.03 0.78 3.62 a12a A12a 2.164 0.74 0.92 5.56 5.56 4.41 19.89 a12b A12b 0.079 0.47 0.58 5.00 5.00 0.10 0.45 a12c A12c 0.076 0.47 0.59 5.00 5.00 0.10 0.45 a12d A12d 0.076 0.47 0.59 6.53 6.53 0.09 0.45 a13 A13 1.085 0.37 0.47 12.99 12.99 0.82 3.70 a14 A14 0.390 0.77 0.96 5.00 5.00 0.85 3.72 a15 A15 1.949 0.57 0.72 8.03 8.03 2.68 13.00 OFFSITE BASINS os1 OS1 17.659 0.20 0.25 16.90 16.90 6.29 27.81 os2 OS2 12.624 0.20 0.25 18.01 18.01 4.29 18.68 os3 OS3 2.633 0.20 0.25 13.48 13.48 1.04 4.56 os4 OS4 13.088 0.20 0.25 16.16 16.16 4.74 20.97