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TIMBER LARK SINGLE-FAMILY DEVELOPMENT - FDP220008 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)
Original Field Survery: Northern Engineering Project No. 698-004 Date: June 5, 2019 MAY, 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 #CS2 GENERAL & CONSTRUCTION NOTES 3 CS3 TYPICAL STREET SECTIONS 4 EX1 EXISTING CONDITIONS & DEMOLITION PLAN GRADING SHEETS 5 OGR1 OVERALL GRADING PLAN 6 - 8 GR1 - GR3 GRADING PLAN UTILITY SHEETS 9 OUT1 OVERALL UTILITY PLAN 10 - 12 UT1 - UT3 UTILITY PLAN SANITARY SEWER SHEETS 13 - 15 SS1 - SS3 SANITARY SEWER A PLAN AND PROFILE 16 SS4 SANITARY SEWER A1 PLAN AND PROFILE 17 SS5 SANITARY SEWER A2 PLAN AND PROFILE 18 SS6 SANITARY SEWER A2-1 PLAN AND PROFILE 19 SS7 SANITARY SEWER A3 PLAN AND PROFILE 20 SS8 SANITARY SEWER A4 PLAN AND PROFILE 21 - 23 SS9 - SS11 SANITARY SEWER B PLAN AND PROFILE 24 SS12 SANITARY SEWER B1 PLAN AND PROFILE 25 SS13 SANITARY SEWER B3 PLAN AND PROFILE 26 SS14 SANITARY SEWER B3-1 & B3-2 PLAN AND PROFILE WATERLINE SHEETS 27 WT1 WATERLINE A PLAN AND PROFILE 28 - 30 WT2 - WT4 WATERLINE B PLAN AND PROFILE 31 - 34 WT5 - WT8 WATERLINE C PLAN AND PROFILE 35 WT9 WATERLINE D PLAN AND PROFILE 36 WT10 WATERLINE E PLAN AND PROFILE 37 WT11 WATERLINE F PLAN AND PROFILE 38 WT12 WATERLINE G PLAN AND PROFILE 39 WT13 WATERLINE H PLAN AND PROFILE 40 - 41 WT14 - WT15 WATERLINE I PLAN AND PROFILE STORM DRAIN SHEETS 42 - 44 SD1 - SD3 STORM DRAIN A & A3 PLAN AND PROFILE 45 SD4 STORM DRAIN A6 PLAN AND PROFILE 46 - 47 SD5 - SD6 STORM DRAIN A4-N PLAN AND PROFILE 48 - 49 SD7 - SD8 STORM A4-S PLAN AND PROFILE 50 SD9 STORM DRAIN B & C PLAN AND PROFILE 51 SD10 STORM DRAIN D & E PLAN AND PROFILE 52 SD11 STORM DRAIN F PLAN AND PROFILE 53 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-----------------------------------Pat Kreager (970) 225-7840 ELECTRIC--------City of Fort Collins Light & Power -------Rob Irish (970) 224-6167 CABLE-------------Comcast ---------------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-----------------------------------William Johnson (970) 377-6401 WATER------------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 98 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 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 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 54 - 55 IR1 - IR2 IRRIGATION A 56 IR3 IRRIGATION B ROADWAY SHEETS 57 R1 STREET E & A PLAN AND PROFILE 58 R2 STREET A PLAN AND PROFILE 59 R3 STREET A & CORONA AVENUE PLAN AND PROFILE 60 R4 FUTURE STREET A CUL-DE-SAC PLAN AND PROFILE 61 R5 STREET B PLAN AND PROFILE 62 R6 STREET B & I PLAN AND PROFILE 63 R7 STREET C PLAN AND PROFILE 64 - 65 R8 - R9 GOLDEN WILLOW DRIVE PLAN AND PROFILE 66 R10 STREET G PLAN AND PROFILE 67 - 68 R11 - R12 WEEPING WILLOW DRIVE PLAN AND PROFILE 69 - 70 R13 - R14 RED WILLOW DRIVE PLAN AND PROFILE 71 R15 ALLEY K & L PLAN AND PROFILES 72 R16 ALLEY M & N PLAN AND PROFILE 73 R17 ALLEY O & P PLAN AND PROFILE 74 R18 S TIMBERLINE STRIPING PLAN 75 INT1 OVERALL INTERSECTION PLAN 76 - 80 INT2 - INT6 INTERSECTION DETAILS 81 SN1 SIGNAGE PLAN DETAIL SHEETS 83 D1 GRADING DETAILS 84 - 85 D2 - D3 UTILITY DETAILS 86 - 89 D4 - D7 DRAINAGE DETAILS 90 - 92 D8 - D10 SITE DETAILS 93 D11 IRRIGATION DETAILS EROSION CONTROL 94 EC1 EROSION CONTROL PLAN 95 EC2 EROSION CONTROL NOTES 96 - 97 EC3 - EC4 EROSION CONTROL DETAILS DRAINAGE SHEETS 98 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 98 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 Preliminary Drainage Report for Timber Lark, dated December 15, 2021 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 Preliminary Drainage Report for Timber Lark, dated December 15, 2021 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 98 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. ·STREET C ·RED WILLOW DRIVE ·STREET I 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 ·ALLEY K ·ALLEY M ·ALLEY N ·ALLEY P ·ALLEY O ·ALLEY L 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 STREET A 58' ROW DRIVE OVER VERTICAL STREET B <21+81.71 58' ROW VERTICAL DRIVE OVER STREET B >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 STREET E 59' ROW DRIVE OVER DRIVE OVER WEEPING WILLOW DRIVE 59' ROW DRIVE OVER DRIVE OVER STREET G 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 98 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 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 STREET C GOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET GSTREET ICORONAAVENUEALLEY KALLEY LALLEY MALLEY NALLEY OALLEY PSTREET B STREET A STREET A 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 98 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 PLAN5 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 STREET BGOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET B STREET A INLET 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 + HP + HP 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 4 7 . 1 9 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 4 4 . 8 3 F L 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 . 9 344.9844.5744.484 4 . 5 4 43.964 3 . 9 343.8444.104 4 . 5 6 44.20 4 3 . 0 4FL4 4 . 1 7 F L45.36F 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)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% 25.0% 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% 22.7% 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:202711.06XXXXXXX4 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%25.8% 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 98 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 PLAN6 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)STREET GSTREET IALLEY KALLEY LALLEY MALLEY OSTREET B STREET B STREET ISTREET A RED WILLOW DRIVEINLET A4-4N (SUMP) INLET A4-5N INLET A4-3N (SUMP) INLET A4-6N STMH A5 STMH A4 (5' Ø) w_ 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 + HP 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%24.2122.6122.9523.814:14:14:1 4:14: 1 4:14:14:12.1%2.2%1.5% 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 4:1FG=43.51 TF=44.18 4:10.5% FFE=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 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 98 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 ###MATCHLINE 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 PLAN7 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' SIDEWALKSTREET C CORONA AVENUEALLEY MALLEY NALLEY OALLEY PSTREET A FES C4 FES C1 FES D1 FES G2 FES G1FES H2 FES H1 FES F1 INLET F2 INLET D2 (SUMP) INLET D3 (SUMP) STORM DRAIN INLET C2 (SUMP) INLET C3 (SUMP)24" IRRIGATIONFUTURE CURB & GUTTER 15' 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 34.2632.0632.4932.853 4 . 8 5 3 4 . 9 3 33.1733.533 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 . 0 439.944 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 . 4 3 39.913 9 . 3 9 3 8 . 8 7 3 9 . 0 7 3 8 . 5 6 3 8 . 0 4 3 7 . 5 3 3 7 . 0 4 36.7838. 8 0 36.783 7 . 0 239.5939. 2 2 3 7 . 2 4 37.4640.043 9 . 6 4 3 7 . 6 8 B FG=42.96 TF=43.63 42.4623.814:12.2%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=40.02 TF=40.69 A FG=39.84 TF=40.51 A FG=40.28 TF=40.9541.1741.3440.13 4 0 . 3 5 3 9 . 1 0 3 9 . 5 2 38.47 3 8 . 4 0 39.3438.8239.7839.2729.7330.253 0 . 1 3 30.5331. 2 2 31.5031.4735.914:14:15:15:1 5:1 6:14:14:14:1 4:1 24.9% 20.2% 22. 4 %21.9%21.2%18.3%17.8%2.5% 0.5%0.6%0.5%1.5%0.5%1.8%0.5%2 4 . 0 4 2 4 . 8 0 2 5 . 3 3 27.3528.22FFE=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 38. 2 8 38. 3 2 38. 2 5 36. 1 6 36.451.0% 0. 9 %11.6%16.3%3 5 . 4 4FL 35.67 FL 3 5 . 9 9 F L 34.33 FL34.65FL34.10F L 3.6%16.5%14.0%5.3 % 5.0 %38.813 6 . 1 537.5137.802.0%0.7%37.84FL3 6 . 6 6FL 3 4 . 4 5FL39.03 FL 37.67 FL2.0%2.0%3.9%2.3%2.0%2. 3 % FFE=35.88 FFE=35.88 DETAILED WALL GRADING SEE BELOW 3 2 . 0 0 31.00 3 1 . 0 0 32.00PROPOSED EMERGENCY OVERFLOW WEIR SEE DETAIL SHT D634.9530.253 0 . 1 3 0.6%0.5%33.33 TOW N:98409.29 E:204757.19 32.02 33.3 3 TO W 34.33 TOW 34.3 3 TO W 35.33 TOW 32.05 32.08 34.33 TOW32.3635.33T OW 3 4 . 3 3 T O W 33.33 TOW 33.33 TOW 32. 4 1 32.4732.17 25.0% 25.0% 25. 3 % 23. 4 % 25.2% 11.8%24.3%25.0%26.3%0.5%0.5%N:98490.81 E:204769.93 PROPOSED 83-LF RETAINING WALL 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 98 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 PLAN8 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 E EEEEEE 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 E E EE E E EEEEEEWWSS WWS S WWSS WWSS WWSS WWSS WWSS WWSS WWSS WWSS W SWWSS 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 STREET C GOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET GSTREET ICORONAAVENUEALLEY KALLEY LALLEY MALLEY NALLEY OALLEY PSTREET B STREET A STREET A 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 98 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 PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE LIMITS OF DEVELOPMENT LOD 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 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 PLAN9 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 STREET B STREET EWEEPING WILLOW DRIVESTREET B STREET A 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 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 98 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 UT1 UTILITY PLAN10 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 PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE LIMITS OF DEVELOPMENT LOD 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 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' ROWSTREET GRED WILLOW DRIVESTREET IALLEY KALLEY LALLEY MALLEY OSTREET B STREET B STREET ISTREET A STREET A CONNECT TO EXISTING 8" WATER STUB 8" WATER STUB WATER SERVICE (TYPICAL) SANITARY SERVICE (TYPICAL) STREET C 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" IRRIGATION8" 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' ACCESS EASEMENT 10' SIDEWALK10' SIDEWALK10' SIDEWALK5' ACCESS EASEMENT TRACT V 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 98 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 PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE LIMITS OF DEVELOPMENT LOD 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 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 PLAN11 WWSSSSSS2WSSSSSS2WSGS W 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 E E E E E EEEEEEEEEEEWSSWWSSWWSS WWSS WWSS WWSS WWSS W SWWSSCORONAAVE ELEC 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 STREET C CORONAAVENUEALLEY MALLEY NALLEY OALLEY PSTREET A CONNECT TO EXISTING 8" WATER STUB CONNECT TO EXISTING 12" 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 STORM DRAIN DBLOCK 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 FUTURE CURB & GUTTER 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 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 98 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 UT3 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 PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE LIMITS OF DEVELOPMENT LOD 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 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 GGGGSSS SS SS SS SS SSSSSSSSSSSSSSWWWWWWWWWWWWWWWW WWWWSSS IRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUDUDWWWWW W WWW WSSSSSSSSS S SSSSSWSWSSWWWWWWWWWSG G GGGGGGGGGGGGGGGGG G G G GGGGGG GGGGGGGGGGGG G G G G GGGGGGGGGGGGGG G GGGGG G GGGGGGGGGGGGGGGGGGEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEE EEEEEEEEEEEEEEEE EEVAULTVAULT VAULTE EEEVAULTE E EVAULTEE VAULT EEEEEEEEEEEEEEEEEEEDSDSELECBRKREXXXXXXXXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTST10+0011+0012+0013+0014+0015+0016+0017+0018+00WEEPING WILLOW DRIVE STREET G RED WILLOW DRIVE ALLEY K ALLEY LSTREET BSTREET BSSMH ABSTA 10+00.00N: 98141.68E: 204026.85246.10 LF 8" PVC @ 0.40%SSMH A1STA 12+46.10N: 98142.09E: 203780.75137.50 LF 8" PVC @ 0.40%SSMH A2STA 13+83.60N: 98142.32E: 203643.25268.50 LF 8" PVC @ 0.40%SSMH A3STA 16+52.10N: 98142.77E: 203374.75LOT 3LOT 2LOT 1LOT 10LOT 11LOT 12LOT 1LOT 3LOT 2LOT 10LOT 11LOT 12LOT 6LOT 6LOT 1LOT 2LOT 3LOT 4LOT 5LOT 10LOT 9LOT 8LOT 7LOT 5TRACT F UDA&EAE LOT 7LOT 4LOT 3LOT 5LOT 6LOT 10LOT 2LOT 8LOT 8LOT 6LOT 7LOT 1LOT 9LOT 6LOT 1LOT 2LOT 3LOT 4LOT 5TRACT GDAETRACT VDE STA. 10+73.10 STA. 11+30.10 STA. 11+83.10 STA. 12+38.10 STA. 12+93.10 STA. 13+48.10 STA. 14+03.10 STA. 14+58.10STA. 15+33.10STA. 15+83.25STA. 17+26.10STA. 17+81.10BLOCK 7BLOCK 8BLOCK 13 BLOCK 12 BLOCK 11 BLOCK 10BLOCK 9 58'ROW30'FL - FL9' UTILITY EASEMENTSANITARY SEWER A1SEE SHEET SS4SANITARY SEWER A2SEE SHEET SS5SANITARY SEWER A3SEE SHEET SS7SANITARY SEWER B1SEE SHEET SS12SANITARY SEWER BSEE SHEET SS9 - SS114910491549204925493049354940494549504910491549204925493049354940494549509+5010+0011+0012+0013+0014+0015+0016+0017+0018+004934.31 4934.17 4934.15 4934.22 4934.41 4934.66 4934.92 4935.17 4935.42 4935.68 4935.93 4936.18 4936.44 4936.69 4936.94 4937.20 4937.45 4937.71 4937.96 4938.214938.474938.724938.954939.054939.014938.854938.684938.554938.504938.554938.674938.84 246.10 LF 8" PVC @ 0.40%SSMH A1 STA 12+46.10 RIM 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 A2 STA 13+83.60 RIM 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 AB STA 10+00.00 RIM 4934.3± INV. IN 4919.63 (W) INV. IN 4919.63 (E)PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE8" PVC WATER STA.= 10+10.00 INV.= 4925.65 24" RCP STORM STA.= 10+46.67 INV.= 4929.36 8" PVC WATER STA.= 12+56.10 INV.= 4927.09 8" PVC WATER STA.= 13+93.60 INV.= 4927.91 24" HDPE IRRIGATIONSTA.= 15+06.85INV.= 4926.808" PVC WATERSTA.= 16+42.10INV.= 4929.1918" MIN.NORTHSANITARY SEWER ACONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.MATCHLINE STA18+00STAMATCH LINE SEE SHEET 18+00SS2 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.CONNECT TO EXISTING 12"SANITARY SEWER w/ 48" MANHOLECONNECT TO EXISTING 12" SANITARY SEWER w/ 48" MANHOLE SS1PLAN AND PROFILE SANITARY SEWER A13 WWWWWWSSSSS S WWWWWWWWWWWW W WWW WSSSSSS SSSSS SS SS GGG G G G GGGGGGGGGG G G G GGGGGGGGGGGGGGGGGGGGGGGEEEEEE EEE EEE E EEEEEEE EE EEEEEEEEEEEEEEEVAULT EEEVAULTVAULTVAULT EEEEEEELIDEE XXXXXXXXXXXXXX X X X X X X X X OHUOHUOHUOHU18+0019+0020+0021+0022+0023+0024+00SSMH A5STA 21+81.32N: 98143.66E: 202845.54STREET BSTREET E 266.00 LF 8" PVC @ 0.40%LOT 3LOT 2LOT 1LOT 6LOT 7STA. 18+36.10 STA. 18+91.10 STA. 19+46.10 STA. 20+01.10 STA. 20+56.10 STA. 21+11.10 BLOCK 7BLOCK 9LOT 7LOT 5LOT 6LOT 8LOT 9LOT 10LOT 6LOT 5LOT 2LOT 3LOT 1LOT 4TRACT E DAELOT 5LOT 1LOT 3LOT 2LOT 4BLOCK 6 BLOCK 1 SSMH A4STA 19+18.10N: 98143.22E: 203108.75263.21 LF 8" PVC @ 1.50%SANITARY SEWER A5SEE SHEET THIS SHEETSANITARY SEWER A4SEE SHEET SS8STA. 21+93.9649154920492549304935494049454950495549154920492549304935494049454950495518+0019+0020+0021+0022+00SSMH A4 STA 19+18.10 RIM 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" PVC @ 1.50%SSMH A5 STA 21+81.32 RIM 4941.7± INV. IN 4928.75 (N) INV. IN 4928.75 (S) INV. OUT 4928.45 (E) 4939.17 4939.33 4939.50 4939.66 4939.83 4939.99 4940.15 4940.32 4940.48 4940.65 4940.81 4940.98 4941.14 4941.31 4941.59 PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE8" PVC WATER STA.= 19+28.10 INV.= 4933.974920492549304935494049454950495549604920492549304935494049454950495549609+5010+0011+0011+50129.99 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)4941.714941.464941.714941.964942.214942.46 PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE8" PVC WATERSTA.= 10+10.00INV.= 4936.29 WWWWWWSSSSSWWWWWWWWSSSSSSSGGGGGGGGGGGGGGGGGGGGGGEEEEEEE E EEEE EEEEEEEE EEEVAULTEE ELID EEXXXXXXXXXXXXXXXX10+0011+00STREET BLOT 7LOT 5LOT 6LOT 8LOT 9LOT 10LOT 6LOT 5LOT 2LOT 3LOT 1LOT 4LOT 1LOT 3LOT 258'ROWSSMH A5STA 10+00.00N: 98143.66E: 202845.54129.99 LF8" PVC@ 0.63%SSMH A5-1STA 11+29.99N: 98013.67E: 202846.1630'FL - FLBLOCK 7 BLOCK 1BLOCK 6STA. 10+49.28STA. 11+01.28 SANITARY SEWER ASEE SHEET SS1 - SS3SANITARY SEWER ASEE SHEET SS1 - SS3SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPNORTHSANITARY SEWER AMATCH LINE STA 18+00 STAMATCH LINE SEE SHEET 22+00SS3 STAMATCH LINE SEE SHEET 18+00SS1 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:PROFILE SCALE:NORTHMATCHLINESTA22+00GOLDEN WILLOW DRIVEGOLDEN WILLOW DRIVESANITARY SEWER A5SS2PLAN AND PROFILE SANITARY SEWER A & A514 49204925493049354940494549504955496049204925493049354940494549504955496022+0023+0024+0025+0026+0027+0027+504941.68 4941.93 4942.18 4942.43 4942.68 4942.93 4943.18 4943.46 4943.88 4944.44 4945.11 4945.80 4946.48 4947.16 4947.84 4948.524949.184949.744950.204950.574950.85 SSMH A7STA 27+18.66RIM 4950.8±INV. OUT 4938.16 (S)267.59 LF 8" PVC @ 1.62%SSMH A6 STA 24+51.07 RIM 4944.5± INV. IN 4933.84 (N) INV. OUT 4933.54 (S)269.76 LF 8" PVC @ 1.78%PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINEWWWWWWWWWWWWSSSSSSSSSSSSWWWWWWWWWWSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEE EEEEEEE EE E EEE EEEEE EEE EEEEEE EEEEEEVAULTVAULTE EE EEE VAULTEEEE EHYD LID XXXXXXXXXXXXXXXXXXXXXXXXX X X XFALCON RIDGE DRIVEGOLDEN WILLOW DRIVE20+0021+0022+0023+0024+0025+0026+0027+00STREET BGOLDEN WILLOW DRIVESTA. 22+45.96 STA. 23+02.93 STA. 23+59.89 STA. 24+28.85 STA. 24+85.81 STA. 25+42.78 STA. 25+99.74STA. 26+56.70STA. 27+13.66 STA. 26+94.58 STA. 25+36.57 STA. 24+80.57 STA. 24+19.57 STA. 23+63.57 STA. 23+06.57 STA. 22+42.57 LOT 7LOT 5LOT 6LOT 8LOT 9LOT 10LOT 6LOT 5LOT 2LOT 3LOT 1LOT 4LOT 1LOT 3LOT 2LOT 11LOT 12LOT 13LOT 4LOT 3LOT 2LOT 1LOT 14LOT 1LOT 6LOT 2LOT 3LOT 5LOT 4TRACT E DAEBLOCK 6BLOCK 1SSMH A7STA 27+18.66N: 98681.00E: 202842.96267.59 LF 8" PVC @ 1.62%SSMH A6STA 24+51.07N: 98413.42E: 202844.24269.76 LF 8" PVC @ 1.78%TRACT QOPEN SPACE59'ROW30'FL - FLSANITARY SEWER A5SEE SHEET SS10STA. 21+93.96NORTHSANITARY SEWER AMATCHLINESTA22+00STAMATCH LINE SEE SHEET 22+00SS2 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPSS3PLAN AND PROFILE SANITARY SEWER A15 GGGGGGGGS S S S S S SSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWUDUDUDUDUD SSSSWWWWWWWWWWWW SGGGGG G G G G G G G GGGGGGGGGGG G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GG G G G G G G G GGGGEEEEEEEEEEEEEE E EEEE EEEEEE E EEEEEEE EEEE EVAULTEEEVAULT E E VAULTVAULTE E EEEE E E E EEEEEEEE E E E E E E EEEEEEHY DC EC S D D SELEC BRKRE XXXXXXXXXXXX X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST DSSSSS SS RED WILLOW DRIVEALLEY KSTREET B STREET A RED WILLOW DRIVESTA. 13+69.50STA. 13+72.50STA. 13+49.50 STA. 13+00.50 STA. 12+77.50 STA. 12+28.50 STA. 12+05.50 STA. 11+56.50 STA. 11+33.50 STA. 10+84.50 STA. 10+61.50 STA. 13+46.50 STA. 12+97.50 STA. 12+74.50 STA. 12+25.50 STA. 12+02.50 STA. 11+30.50 STA. 11+53.50 STA. 10+81.50 STA. 10+58.50 LOT 10LOT 9LOT 8LOT 7LOT 3LOT 5LOT 4LOT 2LOT 1LOT 6TRACT GDAELOT 10LOT 7LOT 6LOT 5LOT 8LOT 9LOT 6LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9LOT 7LOT 8LOT 10LOT 9LOT 7LOT 5LOT 6LOT 10LOT 8BLOCK 2 BLOCK 11BLOCK 12BLOCK 8 BLOCK 13BLOCK 3TRACT ODESSMH A1-1STA 13+77.50N: 98519.59E: 203781.38377.50 LF 8" PVC @ 1.75%SSMH A1STA 10+00.00N: 98142.09E: 203780.7510+0011+0012+0013+0013+7830'20'8' UTILITY EASEMENT4910491549204925493049354940494549504910491549204925493049354940494549509+5010+0011+0012+0013+0014+004935.89 4936.13 4936.23 4936.38 4936.58 4936.83 4937.15 4937.49 4937.83 4938.16 4938.50 4938.84 4939.18 4939.514939.854940.19 377.50 LF 8" PVC @ 1.75%SSMH A1 STA 10+00.00 RIM 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 STORM STA.= 10+10.01 INV.= 4929.52PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINENORTHSANITARY SEWER A1( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPSS4PLAN AND PROFILE SANITARY SEWER A116 S S S S S S SSSSSSSSSSWWWWWWWWWWWWWWWWSSSSSSIRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWWWWWWWWWWWSSSSSSSSSSSSS SSSSWSWSWWWWWWWWWWWGGGGGGGGG G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGGG G G G G G G GEEEEEE EEE E EEEEEEE EEE EE EEEEE E EE EEEE E EEEEEEEEEEEEE EEVAULTVAULTE VAULTVAULTEEEEEEVAULT VAULT EEE EE E E EEEEEE EFOHYD ELEC BRKRE XXXXXXXXXXXX X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUWEEPING WILLOW DRIVESTREET GSTREET B FALCON RIDGE DRIVEWEEPING WILLOW DRIVE10+0011+0012+0013+0014+0015+0016+00 SSMH A2-1STA 14+31.00N: 98573.32E: 203643.97431.00 LF 8" PVC @ 0.40%SSMH A2STA 10+00.00N: 98142.32E: 203643.25LOT 6LOT 5LOT 4LOT 3LOT 2TRACT BDELOT 1LOT 6LOT 4LOT 5LOT 7LOT 8LOT 9LOT 9LOT 7LOT 8LOT 10LOT 6STREET A LOT 3LOT 2LOT 10LOT 11LOT 12LOT 1LOT 4LOT 3LOT 5LOT 6LOT 2LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5SSMH A2-2STA 16+40.50N: 98573.67E: 203434.47209.50 LF 8" PVC @ 3.99%STA. 16+35.50STA. 15+80.50STA. 15+05.50STA. 14+50.50STA. 13+65.50 STA. 13+04.50 STA. 12+44.50 STA. 11+86.50 STA. 11+26.50 STA. 10+66.50BLOCK 10BLOCK 8TRACT VDEBLOCK 2 BLOCK 1158'ROW30'FL - FL9' UTILITY EASEMENTSANITARY SEWER A2-1SEE SHEET SS6SANITARY SEWER ASEE SHEET SS1 - SS3SANITARY SEWER A3SEE SHEET SS749204925493049354940494549504955496049204925493049354940494549504955496013+5014+0015+0016+0017+004915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+0013+504941.00 4941.30 4941.604941.974942.374942.734943.104943.484943.854944.234944.614944.984945.36 4937.29 4937.10 4937.37 4937.68 4937.98 4938.28 4938.58 4938.88 4939.19 4939.49 4939.79 4940.09 4940.39 4940.70 4941.00 SSMH A2-2STA 16+40.50RIM 4945.2±INV. OUT 4932.13 (E)209.50 LF 8" PVC @ 3.99%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 A2 STA 10+00.00 RIM 4937.3± INV. IN 4921.76 (N) INV. IN 4921.76 (W) INV. OUT 4921.46 (E)PROPOSEDGROUNDEXISTINGGROUNDPROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE8" PVC WATER STA.= 14+21.00 INV.= 4936.35 36" RCP STORM STA.= 10+10.00 INV.= 4930.35 NORTHSANITARY SEWER A2( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPSS5PLAN AND PROFILE SANITARY SEWER A217 WEEPING WILLOWDRIVE GGGGSSSSSSSSSSSSS S SSS S WWWWWWWW WWWW WW WWSS S IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWWW W WS SS SS SSWWWWWWWWWWGGGGGGGGGGGGGGGGGGG G GGGGG G G G GGGGGGGGGGGGGGGGGGGG G G G GGGGGGGGGGGGGGE E EE E EE EEE E EE E EEEEE EEEEEE EEEEEEEEEEEEEE EVAULT EVAULT EEVAULTEEVAULTVAULT EE EEEEEEEEEEEEEEEEEEEEEFOHYD HYD CECSDXXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTWEEPING WILLOW DRIVE STREET G RED WILLOW DRIVE ALLEY K STREET ARED WILLOW DRIVE10+0011+0012+0013+00SSMH A2-1STA 10+00.00N: 98573.32E: 203643.97SSMH A2-1ASTA 13+09.00N: 98572.80E: 203952.97STA. 10+35.50 STA. 10+90.50 STA. 11+45.50 STA. 12+00.50 STA. 12+55.50 STA. 13+04.00 LOT 1TRACT BDE LOT 10LOT 7LOT 6LOT 5LOT 4LOT 3LOT 8LOT 2LOT 9LOT 6LOT 4LOT 5LOT 7LOT 8LOT 9LOT 9LOT 7LOT 8LOT 10LOT 3LOT 4LOT 2LOT 1BLOCK 1BLOCK 9BLOCK 10 BLOCK 11 BLOCK 12 BLOCK 258'ROW30'FL - FL9' UTILITY EASEMENTSANITARY SEWER A2SEE SHEET SS5SANITARY SEWER A2SEE SHEET SS5SANITARY SEWER A1SEE SHEET SS4SANITARY SEWER A3SEE SHEET SS74915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+0013+504945.14 4944.72 4944.23 4943.80 4943.37 4942.91 4942.39 4941.93 4941.50 4941.08 4940.63 4940.27 4940.00 4939.78 SSMH A2-1A STA 13+09.00 RIM 4937.8± INV. OUT 4925.01 (W) SSMH A2-1 STA 10+00.00 RIM 4942.1± INV. IN 4923.77 (W) INV. IN 4923.77 (E) INV. OUT 4923.47 (S)PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE309.00 LF 8" PVC @ 0.40%NORTHSANITARY SEWER A2-1( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPSS6PLAN AND PROFILE SANITARY SEWER A2-118 S S SIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWWWWWWWWWWWWWWW SSSSSSSSSSSSSSSS S S S SWSWSWWWWWGGGGGGGG GGGGGGG G G G GGGGG G G G GGGGGGGGGGGGG GGGGG GGGGGGGGGGGGG G G GEEEEEEEEE EEE E EEEEEEEEEEE EEE EE EEEEEEE E EEEEEEE E E EEEEVAULT VAULTVAULTEVAULT VAULT EEE E EEEEEEFOHYD XXXXXXXXXXXX X X X XXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU STREET B STREET A FALCON RIDGE DRIVEWEEPING WILLOW DRIVELOT 10LOT 11LOT 12LOT 7LOT 8LOT 9LOT 1LOT 6LOT 4LOT 3LOT 2LOT 5LOT 3LOT 2LOT 1TRACT BDELOT 19LOT 18LOT 17LOT 4LOT 3LOT 2LOT 6LOT 1LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 5LOT 8LOT 6LOT 7LOT 3LOT 2LOT 1WEEPING WILLOW DRIVEBLOCK 2BLOCK 1 BLOCK 9BLOCK 10TRACT VDEBLOCK 8BLOCK 7 SSMH A3-1STA 13+70.50N: 98513.27E: 203375.37370.50 LF 8" PVC @ 2.40%SSMH A3STA 10+00.00N: 98142.77E: 203374.7510+0011+0012+0013+00STA. 13+61.00STA. 12+98.25 STA. 12+39.75 STA. 11+81.25 STA. 11+22.75 STA. 10+62.50 STA. 10+66.50 STA. 11+25.75 STA. 11+85.50 STA. 12+45.50 STA. 13+05.50STA. 13+65.5059'ROW30'FL - FL4915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+0014+0014+504938.66 4938.56 4938.95 4939.42 4939.89 4940.35 4940.82 4941.28 4941.75 4942.22 4942.68 4943.15 4943.61 4944.084944.544945.01 SSMH A3-1STA 13+70.50RIM 4944.9±INV. OUT 4932.03 (S)370.50 LF 8" PVC @ 2.40%SSMH A3 STA 10+00.00 RIM 4938.7± INV. IN 4923.13 (W) INV. IN 4923.13 (N) INV. OUT 4922.83 (E) 36" RCP STORM STA.= 10+10.00 INV.= 4931.73PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINENORTHSANITARY SEWER A3( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPSS7PLAN AND PROFILE SANITARY SEWER A319 IRR WWWWWWWWWWWWWWWW WWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSS S S SS SW G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGEEEEEEEEE EEEEEEEEEEE E EEEEEEEEEE EEEEEE EEEEEEEEE EEEEEE E E E VAULTVAULTVAULTEEE VAULTVAULTE VAULT E E EEEE EEEEEE XXXXXXXXXXX X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU STREET BSTREET EWEEPING WILLOW DRIVEFALCON RIDGE DRIVE WEEPING WILLOW DRIVESSMH A4STA 10+00.00N: 98143.22E: 203108.75209.50 LF 8" PVC @ 1.75%SSMH A4-1STA 12+09.50N: 98352.72E: 203109.10209.50 LF 8" PVC @ 1.50%SSMH A4-2STA 14+19.00N: 98562.22E: 203109.45207.54 LF 8" PVC @ 1.00%SSMH A4-3STA 16+26.54N: 98571.22E: 203316.79STA. 10+65.50 STA. 11+24.25 STA. 11+82.75 STA. 12+41.25 STA. 12+99.75 STA. 13+55.25 STA . 1 4 + 1 2 . 0 0 STA. 14+19.00 STA. 14+41.22STA. 15+61.10STA. 15+01.16STA. 16+21.54STA. 10+62.50 STA. 11+21.25 STA. 11+79.75 STA. 12+96.75 STA. 13+58.50 LOT 5LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 4LOT 3LOT 2LOT 6LOT 1LOT 8LOT 5LOT 3LOT 6LOT 2LOT 7LOT 4LOT 12LOT 13LOT 8LOT 9LOT 10LOT 11LOT 14LOT 15LOT 19LOT 18LOT 17LOT 16BLOCK 1BLOCK 1 BLOCK 9BLOCK 710+0011+0012+0013+0014+0015+0016+0030'FL - FL59'ROW30'FL -FL58'ROW9' UTILITY EASMENT9' UTILITY EASEMENT49254930493549404945495049554960496549254930493549404945495049554960496513+0014+0015+0016+0017+004915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+004943.96 4944.33 4944.69 4944.984945.064945.594945.964946.324946.694947.024947.204947.184946.984946.634946.25 4939.78 4939.57 4939.95 4940.32 4940.68 4941.05 4941.41 4941.78 4942.14 4942.51 4942.87 4943.24 SSMH A4-1 STA 12+09.50 RIM 4942.3± INV. IN 4928.46 (N) INV. OUT 4928.16 (S) SSMH A4 STA 10+00.00 RIM 4939.8± INV. IN 4924.50 (W) INV. IN 4924.50 (N) INV. OUT 4924.20 (E)209.50 LF 8" PVC @ 1.75%209.50 LF 8" PVC @ 1.50%SSMH A4-2STA 14+19.00RIM 4944.9±INV. IN 4931.91 (E)INV. OUT 4931.61 (S)207.54 LF 8" PVC @ 1.00%SSMH A4-3STA 16+26.54RIM 4947.0±INV. OUT 4933.98 (W)PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINEPROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE36" RCP STORM STA.= 10+10.00 INV.= 4933.51 8" PVC WATER STA.= 13+99.00 INV.= 4939.09 NORTHSANITARY SEWER A4( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPSS8PLAN AND PROFILE SANITARY SEWER A420 WSSS2WSSSWWSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWUD2WS2W2WSSSWSS2WGGGGGGG GGGGG G GGGGGGGGGGGGGGGGGGGGGGGGGGG G G G GGGGGGGGGGGGGGGGGGGGG G G G G G G G GGG G GGGEEEEEEE EEE EE E EEEEEETVAULTVAULTE E EVAULT VAULTVAULTE E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEWWSSWWSSWWSSWSHYDCECSDELECBRKREDSDSX X X X X X X X X X XXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTREET CRED WILLOW DRIVESTREET IALLEY LSTREET BSTREET I10+0011+0012+00 13+0014+0015+0016+0017+0018+00 SSMH ABSTA 10+00.00N: 98141.68E: 204026.85129.90 LF 8" PVC @ 0.40%SSMH B2STA 12+59.40N: 98141.24E: 204286.24173.00 LF 8" PVC @ 0.40%SSMH B3STA 14+32.40N: 98314.24E: 204286.54258.00 LF 8" PVC @ 0.40%SSMH B1STA 11+29.90N: 98141.46E: 204156.74LOT 7LOT 1LOT 3LOT 4LOT 5LOT 6LOT 8LOT 9LOT 2LOT 8LOT 10LOT 6LOT 9LOT 7LOT 3LOT 5LOT 4LOT 1LOT 2TRACT RDELOT 2LOT 4LOT 3LOT 6LOT 5LOT 7LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5LOT 10LOT 9LOT 8LOT 7LOT 6BLOCK 13BLOCK 14BLOCK 19BLOCK 15BLOCK 3 57'ROW30'FL - FL36'FL - FL63'ROWSANITARY SEWER B1SEE SHEET SS12SANITARY SEWER B3SEE SHEET SS13SANITARY SEWER B4SEE SHEET SS10SANITARY SEWER ASEE SHEET SS1 - SS34910491549204925493049354940494549504910491549204925493049354940494549509+5010+0011+0012+0013+0014+0015+0016+0016+5030" RCP STORMSTA.= 10+08.27INV.= 4923.3342" RCP STORMSTA.= 11+92.84INV.= 4926.198" PVC WATERSTA.= 12+28.79INV.= 4928.47 8" PVC WATER STA.= 14+22.40 INV.= 4930.86 SSMH 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 B3 STA 14+32.40 RIM 4937.0± INV. IN 4922.26 (N) INV. IN 4922.26 (E) INV. OUT 4921.96 (S) SSMH B2 STA 12+59.40 RIM 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%4934.314934.484934.654934.704934.614934.394934.144933.954933.964934.154934.25 4934.57 4935.03 4935.41 4935.78 4936.15 4936.53 4936.90 4937.28 4937.65 4938.02 4938.40 4938.76 4939.01 4939.21 4939.41 PROPOSEDGROUNDEXISTINGGROUNDPROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINENORTHSANITARY SEWER BCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.MATCHLINESTA16+50STAMATCH LINE SEE SHEET 16+50SS9 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPSS9PLAN AND PROFILE SANITARY SEWER B21 WSSS2WSSS WWSSS SS SS SS SSWWWWWWWW 2WS2W GGGGGGGGGGGGGGGGGGGG G GGGGG G G G GGGGGGGGG G G G GGGGGGEEEEEEE EEEEEEEETVAULTVAULTEEEVAULTEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEWWSSWWSSWWSSWWSSHYDCECSDXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTREET IALLEY L ALLEY M RED WILLOWDRIVE10+0011+0012+00STA. 10+69.89STA. 10+92.56STA. 11+42.98STA. 11+74.52STA. 11+65.65STA. 12+16.06STA. 12+38.73SSMH B4STA 10+00.00N: 98572.24E: 204286.97209.50 LF 8" PVC @ 1.02%SSMH B4-1STA 12+09.50N: 98572.59E: 204077.47LOT 7LOT 1LOT 3LOT 4LOT 5LOT 6LOT 8LOT 9LOT 10LOT 2LOT 8LOT 10LOT 6LOT 9LOT 7LOT 3LOT 5LOT 4LOT 1LOT 2TRACT RDELOT 2LOT 4LOT 3LOT 6LOT 5LOT 730'FL - FL67'ROWBLOCK 3BLOCK 14BLOCK 15 SANITARY SEWER BSEE SHEET SS9 - SS11SANITARY SEWER BSEE SHEET SS9 - SS11SANITARY SEWER B3-1SEE SHEET SS1449154920492549304935494049454950495549154920492549304935494049454950495516+5017+0018+0019+0019+504940.19 4941.03 4941.87 4939.81 4940.40 4940.61 4940.82 4941.25 4941.46 4941.67 4941.95 SSMH B4 STA 16+90.40 RIM 4940.1± INV. IN 4923.59 (W) INV. IN 4923.59 (E) INV. OUT 4923.29 (S)411.56 LF 8" PVC @ 0.40%PROPOSEDGROUNDEXISTINGGROUNDPROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINE8" PVC WATER STA.= 16+80.40 INV.= 4934.21 WW SSS SSS2WSSS SSS2WSSS SS SS SS SS W WW WW 2W2WS WSSS2WSSS2WS2W2W2W GGGGGGGGGGGGGGGGGGGGGGG GGGGG G G G G G G G G GGGGGGEEEEEE EE EEEE E EEEETTVAULTVAULTEEEEEEEEEEEEEEEEEEEEEE EEEEWWSSWWSSWWSSWWSSWWSSWWSSHYDXXXXXXXXXXXXSTREET I ALLEY L ALLEY M 15+00 16+00 17+0018+0019+0020+00STA. 17+20.14 STA. 17+42.81 STA. 17+93.23 STA. 18+15.90 STA. 18+66.31 STA. 18+88.98 STA. 19+38.73 SSMH B4STA 16+90.40N: 98572.24E: 204286.97411.56 LF 8" PVC @ 0.40%LOT 7LOT 3LOT 4LOT 5LOT 6LOT 8LOT 9LOT 10LOT 2LOT 3LOT 5LOT 4LOT 1LOT 2TRACT RDELOT 2LOT 4LOT 3LOT 6LOT 5LOT 7TRACT SDELOT 6LOT 4LOT 5LOT 2LOT 3LOT 1TRACT TDELOT 2LOT 4LOT 3LOT 6LOT 5LOT 7LOT 11LOT 13LOT 12LOT 14TRACT JAEBLOCK 17LOT 130'FL - FL58'ROWBLOCK 3BLOCK 14 BLOCK 15 BLOCK 16 BLOCK 17 SANITARY SEWER B1SEE SHEET SS12SANITARY SEWER B3-1SEE SHEET SS14SANITARY SEWER B4SEE SHEET SS104915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0012+504940.114939.904939.694939.484939.274939.064938.854938.644938.43 SSMH B4-1STA 12+09.50RIM 4938.4±INV. OUT 4925.73 (E)209.50 LF 8" PVC @ 1.02%SSMH B4STA 10+00.00RIM 4940.1±INV. IN 4923.59 (W)INV. IN 4923.59 (E)INV. OUT 4923.29 (S)PROPOSEDGROUNDEXISTINGGROUNDPROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINESheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPNORTHSANITARY SEWER B4MATCHLINESTA19+50STAMATCH LINE SEE SHEET 16+50SS9 STAMATCH LINE SEE SHEET 19+50SS11 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SANITARY SEWER BPROFILE SCALE:MATCHLINESTA16+50SS10PLAN AND PROFILE SANITARY SEWER B & B422 49154920492549304935494049454950495549154920492549304935494049454950495519+5020+0021+0022+0023+0024+0025+0025+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 B6 STA 25+23.45 RIM 4937.3± INV. OUT 4927.23 (W) 4941.704941.384941.034940.674940.324939.974939.61 4939.26 4938.91 4938.56 4938.20 4937.85 4937.50 4937.15 4936.82 4936.61 4936.52 4936.56 4936.70 4936.85 4937.00 4937.15 4937.30 24" RCP STORM STA.= 23+85.55 INV.= 4931.75 24" HDPE IRRIGATION STA.= 23+70.69 INV.= 4928.95 8" PVC WATERSTA.= 20+23.90INV.= 4935.13 PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINEG SWIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWWSSSSSSSS2W2WS2W2W GGGGGGGGGGGGGGGGGG GGGGGGGGGEEE EEE E E EEEEVAULTVAULT VAULTEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWSSWWSSWWSSWWSSWWSSWSWSELECELECELECBRKREVAULTF.O.FOHYDFESXXX XFOFOFOFOFOFOFOFOFOFOXXXXXXXXXWWWWWWWWXX XCORONA AVENUEALLEY N STREET ACORONA AVE TIMBERLINE ROAD20+0021+0022+0023+0024+0025+00STA. 19+66.40STA. 20+96.39STA. 21+19.06 STA. 21+69.48 STA. 21+92.15 STA. 22+42.56 STA. 22+65.23 STA. 23+15.64 STA. 23+38.31 STA. 24+11.46 STA. 24+41.40 STA. 24+91.81 STA. 25+18.46TRACT TDELOT 4LOT 3LOT 6LOT 5LOT 7LOT 14LOT 6LOT 1LOT 3LOT 4LOT 5LOT 9LOT 7LOT 8LOT 11LOT 10LOT 12LOT 2TRACT D DETRACT LDEBLOCK 4TRACT UDELOT 4LOT 5LOT 2LOT 3LOT 1BLOCK 18BLOCK 17 SSMH B5STA 21+01.96N: 98571.55E: 204698.53421.49 LF 8" PVC @ 0.40%SSMH B6STA 25+23.45N: 98570.91E: 205120.02BLOCK 17 SANITARY SEWER B3-2SEE SHEET SS14SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPNORTHSANITARY SEWER BMATCHLINE STA19+50STAMATCH LINE SEE SHEET 19+50SS10 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SS11PLAN AND PROFILE SANITARY SEWER B23 WWSS SSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWUDUDUDUDUD GGG G GG GGGG GGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGG G G GGGGGGGGGGGGGGG GGG GGGGEEE EEEEEEEE EEEEE E EEEE T VAULTEEE VAULTVAULTVAULTEEEEE E EEEEEEEE E E E E EEEEEEEEE E E E E E E EE E E E EEEEEEEEWWSS WWS S WWSSHYDCEC S D ELEC BRKRE D S D S XXXXXXXXXXX X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST STDSSSSS SSST RED WILLOW DRIVESTREET IALLEY LSTREET B STREET ISTREET ARED WILLOW DRIVESSMH B1-1STA 13+77.50N: 98518.96E: 204157.38377.50 LF 8" PVC @ 1.64%SSMH B1STA 10+00.00N: 98141.46E: 204156.7410+0011+0012+0013+00STA. 13+72.50STA. 13+49.50 STA. 13+00.50 STA. 12+77.50 STA. 12+28.50 STA. 12+05.50 STA. 11+56.50 STA. 11+33.50 STA. 10+84.50 STA. 10+61.50 STA. 10+58.50 STA. 10+81.50 STA. 11+30.50 STA. 11+53.50 STA. 12+02.50 STA. 12+25.50 STA. 12+74.50 STA. 12+97.50 STA. 13+46.50STA. 13+69.50 20'8' UTILITYEASEMENTLOT 10LOT 9LOT 8LOT 7LOT 3LOT 5LOT 4LOT 1LOT 2LOT 6LOT 8LOT 10LOT 6LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9LOT 7LOT 1LOT 3LOT 4LOT 5LOT 6LOT 8LOT 2LOT 7LOT 10LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 TRACT R DE LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7BLOCK 19BLOCK 19TRACT C DEBLOCK 3BLOCK 2LOT 10BLOCK 8TRACT GDAETRACT ODESANITARY SEWER BSEE SHEET SS9 - SS11SANITARY SEWER B3SEE SHEET SS13SANITARY SEWER ASEE SHEET SS1 - SS3SANITARY SEWER B4SEE SHEET SS10SANITARY SEWER BSEE SHEET SS9 - SS114915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+0014+004934.34 4934.57 4934.77 4934.92 4935.13 4935.43 4935.79 4936.19 4936.57 4936.95 4937.36 4937.72 4938.11 4938.534938.884939.26 36" RCP STORM STA.= 10+10.00 INV.= 4927.43 SSMH B1 STA 10+00.00 RIM 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" PVC @ 1.64%PROPOSEDGROUNDEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINENORTHSANITARY SEWER B1( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPSS12PLAN AND PROFILE SANITARY SEWER B124 WS SSS2WSSS SSS2WSSS SS SS SS SS SS SS SS SSWWWWWWWW W 2W2WS WS SSS2WSSS SSS2WS2W2WS 2W W2W2W 2WS SS SS SWS S2W W2W2W 2WS SS SS SWS SS SS S2W2W 2W2WGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G GGGGGGG G G G G G G G G G G GGGGGGG GGGGGGG G G E EEEEEEEEEEE ETTTVAULTVAULTVAULTEEEEE E E E EEE EEEEEEEEE XXXXXSTREET CSTREET IALLEY L ALLEY M ALLEY N ALLEY O ALLEY P STREET I 10+0011+0012+0013+0014+00LOT 10LOT 9LOT 8LOT 7LOT 3LOT 5LOT 4LOT 2LOT 6TRACT RDELOT 2LOT 4LOT 3LOT 1LOT 6LOT 5TRACT SDELOT 6LOT 4LOT 5LOT 2LOT 3LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5TRACT TDETRACT UDELOT 6LOT 4LOT 5LOT 2LOT 3TRACT M AE LOT 4LOT 3LOT 3LOT 5LOT 3LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1LOT 2LOT 5LOT 1LOT 2LOT 1LOT 2LOT 5LOT 4TRACT J AESSMH B3STA 10+00.00N: 98314.24E: 204286.54136.25 LF 8" PVC @ 0.40%SSMH B3-1STA 11+36.25N: 98314.01E: 204422.79207.25 LF 8" PVC @ 0.40%SSMH B3-2STA 13+43.50N: 98313.66E: 204630.03136.26 LF 8" PVC @ 0.40%SSMH B3-3STA 14+79.76N: 98313.43E: 204766.3063'ROW4910491549204925493049354940494549504910491549204925493049354940494549509+5010+0011+0012+0013+0014+0015+004937.014936.594936.424936.254936.09 4935.93 4935.77 4935.61 4935.45 4935.28 4935.12 4934.96 4934.80 4934.64 4934.48 4934.31 4934.15 4933.99 4933.92 4933.99 136.25 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 B3-1 STA 11+36.25 RIM 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 B3-2 STA 13+43.50 RIM 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 B3-3 STA 14+79.76 RIM 4934.1± INV. OUT 4924.77 (W) 30" RCP STORM STA.= 14+50.69 INV.= 4928.52 8" PVC WATER STA.= 13+33.50 INV.= 4928.62 8" PVC WATERSTA.= 11+26.25 INV.= 4929.97 EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINEPROPOSEDGROUNDEXISTINGGROUNDNORTHSANITARY SEWER B3( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPSS13PLAN AND PROFILE SANITARY SEWER B325 WWSSSSSS2WSSSSSS2WSG2W2WSWWSSSSSS2WSSSSSS2WS2W2WS2WW2W2W2WSSSSSSWSS2WW2W2W2WSSSSSSWSSSSSS2W2W2W2WGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G GGGGGGGGGGGGEE EE EEEE EEETTTTVAULTVAULTVAULTVAULTEEEEEEEEEEEEEEEEEEEEEEE EEEEESTREET CALLEY MALLEY NALLEY OALLEY PSTREET A10+0011+0012+0013+00LOT 5LOT 4LOT 3LOT 2LOT 1TRACT RDELOT 2LOT 4LOT 3LOT 1LOT 6LOT 5 LOT 7 LOT 3LOT 1LOT 2LOT 5TRACT SDELOT 6LOT 4LOT 5LOT 7LOT 2LOT 3 LOT 1TRACT JAETRACT MAELOT 4LOT 3LOT 5LOT 1LOT 2LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5 LOT 7 TRACT TDELOT 3LOT 1LOT 2LOT 5LOT 4TRACT UDELOT 6LOT 4LOT 5LOT 7LOT 2LOT 3 LOT 1 SSMH B3-1BSTA 13+48.00N: 98178.51E: 204422.56135.50 LF 8" PVC @ 0.40%SSMH B3-1STA 12+12.50N: 98314.01E: 204422.79212.50 LF 8" PVC @ 0.40%SSMH B3-1ASTA 10+00.00N: 98526.51E: 204423.14BLOCK 19BLOCK 18BLOCK 19BLOCK 19BLOCK 22BLOCK 21BLOCK 20BLOCK 19STA. 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+09.96 STA. 10+05.00 STA. 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 B3-2SEE SHEET SS14SANITARY SEWER BSEE SHEET SS9 - SS11SANITARY SEWER B3SEE SHEET SS134915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+0014+004940.12 4939.11 4938.10 4937.09 4936.08 4935.29 4934.93 4934.77 4934.24 4934.24 4934.77 4934.69 4934.54 4934.39 4934.24 PROPOSEDGROUNDEXISTINGGROUNDPROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINESSMH B3-2A STA 10+00.00 RIM 4940.1± INV. OUT 4925.08 (S)212.50 LF 8" PVC @ 0.40%SSMH B3-2 STA 12+12.50 RIM 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 B3-2B STA 13+48.05 RIM 4934.3± INV. OUT 4924.77 (N) 8" PVC WATER STA.= 12+22.50 INV.= 4928.57 15" HDPE STORM STA.= 10+76.50 INV.= 4931.5449154920492549304935494049454950 49554915492049254930493549404945495049559+5010+0011+0012+0013+0014+004940.78 4939.904939.084938.154937.274936.594936.274936.114935.584935.584936.304936.184935.864935.554935.24 PROPOSEDGROUNDEXISTINGGROUNDSSMH B3-1A STA 10+00.00 RIM 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 CENTERLINEEXISTING GROUND@ PIPE CENTERLINE8" PVC WATERSTA.= 12+22.50INV.= 4929.9415" HDPE STORMSTA.= 10+76.50INV.= 4934.46 WWSSSSSS2WSSSSSS2WSG2W2WSWWSSSSSS2WSSSSSS2WS2W2WS2WW2W2W2WSSSSSSWSS2WW2W2W2WSSSSSSWSSSSSS2W2W2W2WGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G GGGGGGGGGGGGEE EE EEEE EEETTTTVAULTVAULTVAULTVAULTEEEEEEEEEEEEEEE EEEEEEEEEEEEESTREET CALLEY MALLEY NALLEY OALLEY PSTREET A10+0011+0012+0013+00LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 TRACT R DE LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 LOT 3 LOT 1 LOT 2 LOT 5 TRACT S DE LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1TRACT JAETRACT MAELOT 4 LOT 3 LOT 5 LOT 1 LOT 2 LOT 2 LOT 4 LOT 3 LOT 1 LOT 6 LOT 5 LOT 7 TRACT T DE LOT 3 LOT 1 LOT 2 LOT 5 LOT 4 TRACT U DE LOT 6 LOT 4 LOT 5 LOT 7 LOT 2 LOT 3 LOT 1 SSMH B3-2BSTA 13+48.05N: 98178.11E: 204629.81135.55 LF 8" PVC @ 0.40%SSMH B3-2STA 12+12.50N: 98313.66E: 204630.03212.50 LF 8" PVC @ 0.40%SSMH B3-2ASTA 10+00.00N: 98526.16E: 204630.39BLOCK 19BLOCK 18BLOCK 19BLOCK 19BLOCK 22BLOCK 21BLOCK 20BLOCK 19STA. 13+48.05STA. 13+48.05 STA. 13+22.89 STA. 13+10.61 STA. 12+87.61 STA. 12+74.97 STA. 11+56.75 STA. 11+34.31 STA. 11+19.41 STA. 10+94.68 STA. 10+53.06 STA. 10+32.52 STA. 10+05.00 STA. 10+09.96 STA. 10+30.06 STA. 10+56.06 STA. 10+91.68 STA. 11+24.78 STA. 11+31.31 STA. 11+54.31 STA. 12+77.97 STA. 12+90.61 STA. 13+13.61 STA. 13+25.89 SANITARY SEWER BSEE SHEET SS9 - SS11SANITARY SEWER B3SEE SHEET SS13SANITARY SEWER B3-1SEE SHEET SS14NORTHSANITARY SEWER B3-1B( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEKEYMAPPROFILE SCALE:SANITARY SEWER B3-2BSS14PLAN AND PROFILE SANITARY SEWER B3-1 & B3-226 WWWWWWWWWWWWSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEE EE EE E EEE EEEEE EEE EEEEEE EEEEEEEEEVAULTVAULTE EE EEE VAULTEEEE EHYD LID EEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX10+0011+0012+0013+0014+0015+0016+0065.35 LF 8" PVCS00° 16' 28.31"E565.29 LF 8" PVCS00° 16' 28.31"ESTA. 15+72.788"x8" TEE w/ TB8" GV (N,E)N:98133.6776E:202835.5839STA. 16+91.718"x6" SWIVEL TEE w/ TBFH ASSEMBLY6" GV (W)N:98014.7522E:202836.1537STA. 16+95.758" END CAPN:98010.7121E:202836.1731STREET BGOLDEN WILLOW DRIVESTA. 10+07.4911.25° BEND w/ TBN:98698.9647E:202832.8753STA. 10+00.00CONNECT TO EXISTINGWATERLINE WITH11.25° BEND w/ TB8" GV (N)N:98706.2989E:202831.3799FALCON RIDGE DRIVEGOLDEN WILLOW DRIVE59'ROW30'FL - FL9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 5LOT 7LOT 5LOT 4LOT 6LOT 3LOT 8LOT 9LOT 10LOT 11LOT 12LOT 14LOT 1LOT 2LOT 13LOT 4LOT 4LOT 6LOT 5LOT 2LOT 3LOT 1LOT 1LOT 6LOT 2LOT 3LOT 5LOT 1LOT 3LOT 2TRACT E DAEBLOCK 1BLOCK 6BLOCK 7 LOT 15STA. 10+50.50 STA. 10+20.58STA. 12+29.59STA. 12+41.59 STA. 13+58.59 STA. 13+46.59 STA. 14+63.59 STA. 14+75.59 STA. 10+62.50STA. 11+64.42STA. 11+76.42 STA. 12+78.35 STA. 12+90.35 STA. 14+04.27 STA. 14+16.27 STA. 15+18.19 STA. 15+30.19 STA. 16+32.12 STA. 16+44.12 WATERLINE BSEE SHEET WT24920492549304935494049454950495549604920492549304935494049454950495549609+5010+0011+0012+0013+0014+0015+0016+0017+0017+508" PVC8" PVC8" PVC8" PVCSTA. 16+38.13 8"x6" SWIVEL TEE w/ TB FH ASSEMBLY 6" GV (W) T.O.P.=4936.85 STA. 15+72.78 8"x8" TEE w/ TB 8" GV (N,E) T.O.P.=4936.33 STA. 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.=4945.6540.0' DEF.STA. 10+65.05T.O.P.=4945.11STA. 11+05.07T.O.P.=4944.37(@ 0.5°)60.0' DEF.STA. 12+75.61 T.O.P.=4939.63 STA. 13+35.61 T.O.P.=4938.51(@ 0.3°)4945.724945.484945.254944.994944.504943.824943.124942.434941.734941.04 4940.35 4939.65 4939.05 4938.63 4938.36 4938.12 4937.87 4937.62 4937.38 4937.13 4936.88 4936.63 4936.39 4936.35 4936.55 4936.75 4936.94 4937.14 TOP OFPIPEPROPOSEDGROUNDPROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINE5' MIN.10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 15+67.78 END MECH. RESTRAINT STA: 15+77.78 80 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 16+08.32 END MECH. RESTRAINT STA: 16+88.32EXISTING8" PVC WATERLINE13 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 9+97.00END MECH. RESTRAINTSTA: 10+10.49 KEYMAPNORTHWATERLINE ACONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.WT1PLAN AND PROFILE WATERLINE A27 WWWWWWSSSSS S IRRIRRIRRIRRIRRIRRIRRIRRWWWWWWWWWWW W WWWW W WWSSSSSSSSSSSS SSS S SSS SS SS WSWSWGGGGGGGGGGGGGGGG G G G GGGGGGGGGGG G G G GGGGGGGGGGG G GGGGGGGGGGGGGGG G GGGEEEE EEEEEEEEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEVAULTVAULTVAULT EVAULTEEEEE E EEELIDEEXXXXXXXXXXXXXXXXXXXXXX X X X X X X X OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSTREET BGOLDEN WILLOW DRIVE STREET E WEEPING WILLOW DRIVE10+0011+0012+0013+0014+0015+0016+0017+00286.00 LF 8" PVC S89° 54' 13.44"E248.50 LF 8" PVCS89° 54' 13.44"ESTA. 10+00.008"x8" TEE w/ RJ8" GV (N,E)N:98133.68E:202835.58STA. 12+63.158"x8" TEE w/ RJ8" GV (N,E)N:98133.24E:203098.73STA. 15+49.158"x8" CROSS8" GV (N,E,W)N:98132.75E:203384.73LOT 4LOT 6LOT 5LOT 3LOT 1LOT 1LOT 7LOT 8LOT 12LOT 1LOT 4LOT 2LOT 8LOT 5LOT 1LOT 3LOT 6LOT 2LOT 7LOT 6LOT 9LOT 2LOT 11LOT 2STREET BLOT 2LOT 1LOT 10LOT 3LOT 5LOT 10LOT 3BLOCK 1 BLOCK 9 BLOCK 1058'ROW30'FL - FL9' UTILIITY EASEMENTSTA. 11+01.23STA. 11+13.23 STA. 12+11.65 STA. 12+23.65 STA. 13+21.65 STA. 13+33.65 STA. 14+31.65 STA. 14+43.65 STA. 16+24.65 STA. 16+36.65BLOCK 7BLOCK 6 BLOCK 8WATERLINE ASEE SHEET WT1WATERLINE ASEE SHEET WT1WATERLINE CSEE SHEET WT5 - WT8WATERLINE DSEE SHEET WT9WATERLINE DSEE SHEET WT9263.15 LF 8" PVC S89° 54' 13.44"E4915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+0014+0015+0016+0016+504936.334936.174936.014935.844935.684935.524935.364935.20 4935.04 4934.87 4934.71 4934.55 4934.38 4934.22 4934.05 4933.89 4933.72 4933.56 4933.39 4933.22 4931.61 4933.42 4933.51 4933.60 4933.69 4933.78 8" PVC8" PVC8" PVCSTA. 10+00.0???° DEFLECTIONT.O.P.=4936.33 STA. 15+04.9 45° VERT. BEND w/ RJ T.O.P.=4931.61 STA. 14+84.9 45° VERT. BEND w/ RJ T.O.P.=4931.61 STA. 15+06.7 45° VERT. BEND w/ RJ T.O.P.=4933.35 STA. 14+83.4 45° VERT. BEND w/ RJ T.O.P.=4933.17 STA. 16+28.5 0.8° DEFLECTION T.O.P.=4933.79 STA. 12+63.1 0.0° DEFLECTION T.O.P.=4934.63 STA. 15+49.15 8"x8" CROSS 8" GV (N,E,W) T.O.P.=4933.50 STA. 10+00.008"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4936.33 STA. 12+63.15 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4934.63 24" RCP STORM STA.= 14+94.94 INV.= 4933.36 8" PVC SANITARYSTA.= 10+10.00T.O.P.= 4929.50 EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUND80 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+80.00 10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 12+58.15 END MECH. RESTRAINT STA: 12+68.15 10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 15+44.15 END MECH. RESTRAINT STA: 15+54.155' MIN.18" MIN.63 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 14+63.38 END MECH. RESTRAINT STA: 15+26.67 KEYMAPNORTHWATERLINE BMATCHLINESTA16+50STAMATCH LINE SEE SHEET 16+50WT3 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVWT2PLAN AND PROFILE WATERLINE B28 GGGGSSS SS SS SS SS SSSSSSSSSSSSSSWWWWWW W WWWW WWWW WW WWWWSSS IRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUDUDSSSSSWSSWWWWWWWWSG G GGGGGGGGGGGGGGGGG G G G GGGGGG GGGGGG G G G GGGGGGGGG GGGGGGGGGGGEE EEEEEEEEEEEEEEEEEEEEEEE EEVAULTEEEE VAULTE E EVAULTEE VAULT EEEEEEEEEEEEEEEEEDSDSELECBRKREXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTREET G RED WILLOW DRIVE ALLEY K ALLEY LSTREET BSTREET B17+0018+0019+0020+0021+0022+0023+00137.50 LF 8" PVCS89° 54' 13.44"E246.12 LF 8" PVCS89° 54' 13.44"E228.77 LF 8" PVCS89° 54' 13.44"ESTA. 17+97.658"x8" TEE w/ RJ8" GV (N,E)N:98132.34E:203633.23STA. 19+35.158"x8" TEE w/ RJ8" GV (N,E)N:98132.11E:203770.73STA. 21+81.278"x8" CROSS8" GV (N,E,W)N:98131.69E:204016.85LOT 12LOT 1LOT 10LOT 2LOT 9LOT 1LOT 2LOT 7LOT 4LOT 3LOT 5LOT 6LOT 10LOT 2LOT 8LOT 9LOT 11LOT 3LOT 8LOT 4LOT 7TRACT GDAEBLOCK 10 LOT 10LOT 6LOT 5LOT 6LOT 5LOT 6LOT 3LOT 4LOT 5STA. 16+36.65STA. 17+54.65STA. 17+66.65STA. 18+64.65 STA. 18+76.65 STA. 19+74.65 STA. 19+86.65 STA. 20+84.65 STA. 20+96.65 BLOCK 11 BLOCK 858'ROW30'FL - FL9' UTILITY EASEMENT9' UTILITY EASEMENTBLOCK 12 BLOCK 13WATERLINE ESEE SHEET WT10WATERLINE FSEE SHEET WT11WATERLINE GSEE SHEET WT1249104915492049254930493549404945495049104915492049254930493549404945495016+5017+0018+0019+0020+0021+0022+0022+504933.334933.094932.844932.594932.354932.104931.864931.61 4931.36 4931.12 4930.87 4930.62 4930.37 4930.11 4929.86 4929.61 4929.36 4929.12 4928.99 4927.67 4929.03 4929.17 4929.31 8" PVC8" PVC8" PVCSTA. 21+38.3 45° VERT. BEND w/ RJ T.O.P.=4927.67 STA. 21+50.8 45° VERT. BEND w/ RJ T.O.P.=4927.67 STA. 20+97.4 0.3° DEFLECTION T.O.P.=4929.14 STA. 21+37.1 45° VERT. BEND w/ RJ T.O.P.=4928.92 STA. 21+52.1 45° VERT. BEND w/ RJ T.O.P.=4928.90 STA. 17+97.658"x8" TEE w/ RJ8" GV (N,E)T.O.P.=4932.12 STA. 19+35.15 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4930.77 STA. 21+81.27 8"x8" CROSS 8" GV (N,E,W) T.O.P.=4929.06EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUND24" RCP STORM STA.= 21+44.58 INV.= 4929.41 EXISTING 12" PVC SANITARY STA.= 21+91.27 T.O.P.= 4920.25 EXISTING 30" RCP STORM STA.= 21+99.53 T.O.P.= 4926.07 10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 17+92.65END MECH. RESTRAINTSTA: 18+02.655' MIN.10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 19+30.15 END MECH. RESTRAINT STA: 19+40.15 18" MIN.24" HDPE STORMSTA.= 16+86.72T.O.P.= 4928.92 18" MIN.69 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 21+17.09 END MECH. RESTRAINT STA: 21+86.27 KEYMAPNORTHWATERLINE BMATCHLINE STA16+50STAMATCH LINE SEE SHEET 16+50WT2 STAMATCH LINE SEE SHEET 22+50WT4 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVMATCHLINESTA23+00WT3PLAN AND PROFILE WATERLINE B29 WWSSSSSS2WSSSSSS2WSWWSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWW2W2WS2WW2W2W2WSSSSSSWSSSS2W2WGGGGGGGG GGGGG G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G GGGGGGGGGGGGG G G G G G GGGGGEEEEEEEEE EEE EE E EEEEEETVAULTVAULTVAULTE E EVAULT VAULTVAULTE E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEE EEEWWSSWWSSWWSSWWSSWSECELECBRKREDSX X X X X X X X X X XXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSTSTSTSSFALCON RIDGE DRIVESTREET IALLEY LALLEY MALLEY OSTREET BSTREET ISTREET A23+0024+0025+0026+0027+0028+0043.28 LF 8" PVCN45° 05' 46.56"E142.39 LF 8" PVCN00° 05' 46.56"ESTA. 24+10.0445° BEND w/ RJN:98131.3085E:204245.6213STA. 24+53.3245° BEND w/ RJN:98161.8637E:204276.2792STA. 25+95.728"x8" TEE w/ RJ8" GV (N,E)N:98304.26E:204276.52STA. 28+53.728"x8" TEE w/ RJ8" GV (S,E)N:98562.26E:204276.95LOT 1LOT 2LOT 10LOT 9TRACT R DELOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 5LOT 4LOT 3LOT 2LOT 1LOT 6LOT 8LOT 7LOT 3LOT 5LOT 4LOT 1LOT 2LOT 7LOT 3LOT 4LOT 5LOT 6LOT 8LOT 9LOT 10258.00 LF 8" PVCN00° 05' 46.56"ELOT 6LOT 3LOT 4LOT 5STA. 24+98.22 STA. 25+10.22 STA. 25+70.22 STA. 25+82.22 STA. 26+42.22 STA. 26+54.22 STA. 27+26.22 STA. 27+14.22 STA. 27+98.22 STA. 27+86.2236'FL - FL63'ROW9' UTILITY EASEMENT9' UTILITYEASEMENTLOT 9LOT 7LOT 8LOT 10TRACT ODEBLOCK 15BLOCK 19BLOCK 14BLOCK 13LOT 1LOT 2LOT 11BLOCK 3 WATERLINE CSEE SHEET WT5 - WT8WATERLINE CSEE SHEET WT5 - WT8WATERLINE HSEE SHEET WT13WATERLINE ISEE SHEET WT14 - WT15WATERLINE ISEE SHEET WT14 - WT1549104915492049254930493549404945495049104915492049254930493549404945495022+5023+0024+0025+0026+0027+0028+0029+004929.394929.234929.084928.924928.764926.704929.154929.514929.864930.22 4930.58 4930.93 4931.29 4931.64 4931.95 4932.26 4932.57 4932.88 4933.19 4933.50 4933.81 4934.12 4934.43 4934.74 STA. 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.=4928.75 STA. 25+95.7 0.1° DEFLECTION T.O.P.=4931.59 STA. 22+58.10.7° DEFLECTIONT.O.P.=4929.49 STA. 24+53.3245° BEND w/ RJT.O.P.=4929.55STA. 24+10.0445° BEND w/ RJT.O.P.=4928.94 STA. 25+95.72 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4931.59 STA. 28+53.72 8"x8" TEE w/ RJ 8" GV (S,E) T.O.P.=4934.79 42" RCP STORMSTA.= 23+89.74INV.= 4925.738" PVC SANITARYSTA.= 24+24.18T.O.P.= 4921.53 8" PVC SANITARY STA.= 28+63.72 T.O.P.= 4924.38 EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUND126 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 23+37.22END MECH. RESTRAINTSTA: 24+63.32 10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 25+90.72 END MECH. RESTRAINT STA: 26+00.72 80 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 27+73.72 END MECH. RESTRAINT STA: 28+53.725' MIN.18" MIN.KEYMAPNORTHWATERLINE BMATCHLINESTA22+50STAMATCH LINE SEE SHEET 22+50WT3 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVWT4PLAN AND PROFILE WATERLINE B30 WWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSS S S SSSWGGGG GGGGGGGGGGGGGGGGGGGG GGGGGGGGGGGG G GGGGGGGGGGEEEEEEEEE E EEEEEEEEEEEEEEEEEEEE EEEEEE EEEEEEEE E E E VAULTVAULTVAULTEEE VAULT E E EEEEE XXXXXXXXXXX X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU FALCON RIDGE DRIVE STREET B STREET E28.91 LF 8" PVC N43° 48' 17.12"E178.04 LF 8" PVC N00° 05' 46.56"E220.50 LF 8" PVCN00° 05' 46.56"ESTA. 12+63.158"x8" TEE w/ RJ8" GV (N,E)N:98133.24E:203098.73STA. 12+63.158"x6" SWIVEL TEE w/ RJFH ASSEMBLY8" GV (S)6" GV (W)N:98353.74E:203099.10STA. 12+63.1545° BEND w/ RJN:98531.7736E:203099.3991STA. 12+83.1345° BEND w/ RJN:98552.6414E:203119.4139LOT 19LOT 18LOT 17LOT 16LOT 14LOT 15LOT 11LOT 12LOT 1310+0011+0012+0013+0014+0015+0016+00LOT 7LOT 5LOT 4LOT 6LOT 3LOT 1LOT 2TRACT QOPEN SPACELOT 8LOT 9LOT 10LOT 8LOT 5LOT 3LOT 6LOT 2LOT 7LOT 4LOT 4LOT 3LOT 2LOT 6LOT 5LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 1BLOCK 7TRACT ASTA. 10+50.50 STA. 11+56.00 STA. 11+68.00 STA. 12+73.00 STA. 12+85.00 STA. 14+54.63 STA. 10+97.50 STA. 11+09.50 STA. 12+14.50 STA. 12+26.50 STA. 13+31.50STA. 13+43.50STA. 14+01.27 STA. 14+29.07STA. 14+63.52STA. 14+75.41BLOCK 9BLOCK 1 BLOCK 1WATERLINE BSEE SHEET WT2 - WT4WATERLINE BSEE SHEET WT2 - WT44915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+0014+0015+004934.63 4935.50 4936.86 4938.21 4939.56 4931.75 4934.82 4935.16 4935.84 4936.18 4936.52 4937.19 4937.53 4937.87 4938.554938.894939.234939.904940.294940.68 STA. 10+29.6 45° VERT. BEND w/ RJ T.O.P.=4934.55 STA. 10+26.8 45° VERT. BEND w/ RJ T.O.P.=4931.75 STA. 10+10.3 45° VERT. BEND w/ RJ T.O.P.=4934.65 STA. 10+13.2 45° VERT. BEND w/ RJ T.O.P.=4931.75 8" PVC36" RCP STORM STA.= 10+20.00 INV.= 4933.58TOP OFPIPEPROPOSEDGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE5' MIN.80 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 10+80.00 BEGIN MECH. RESTRAINT STA: 10+00.00 49 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 14+37.45BEGIN MECH. RESTRAINTSTA: 13+88.54 STA. 14+27.4545° BEND w/ RJT.O.P.=4939.94STA. 13+98.5445° BEND w/ RJT.O.P.=4939.54 STA. 10+00.00 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4934.63 STA. 12+20.50 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 8" GV (S) 6" GV (W) T.O.P.=4937.1310 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 12+25.50 BEGIN MECH. RESTRAINT STA: 12+15.50 18" MIN.8" PVC SANITARYSTA.= 14+13.01T.O.P.= 4931.99 8" PVC SANITARY STA.= 10+10.00 T.O.P.= 4925.34 KEYMAPNORTHWATERLINE CMATCHLINESTA15+00STAMATCH LINE SEE SHEET 15+00WT6 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVWT5PLAN AND PROFILE WATERLINE C31 WEEPINGWILLOW DRIVE GGGGGSSSSSSSSSSS S SSS S SSS S WWWW WWWW WW WWWWSS S IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRW W WWW W WWWWWWWWWWWWWS SS SS SSSSSSS SSSSSSS WWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G GGGGGGGGGGGGGGG G G G GGGGGGGGGGG GGGGE E EE EEEEEEEEEE E E E EEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEEEEEEEEEEVAULT E EVAULT EVAULT EEVAULTVAULTVAULTE EE EEEEEEFOHYDXXXXXXXXXXXXXXXXXXXXXSTREET EWEEPING WILLOW DRIVE STREET G ALLEY K STREET A241.03 LF 8" PVCN87° 30' 47.69"E25.24 LF 8" PVCN88° 30' 47.69"E248.50 LF 8" PVCS89° 54' 13.44"E137.50 LF 8" PVCS89° 54' 13.44"ESTA. 16+68.491° HORIZ. DEFLECTIONN:98563.0995E:203360.2211STA. 16+93.738"x8" CROSS8" GV (N,E,S,W)N:98563.75E:203385.45STA. 19+42.238"x8" TEE w/ RJ8" GV (S,E)N:98563.34E:203633.95STA. 20+79.738"x8" TEE w/ RJ8" GV (S,E)N:98563.11E:203771.45LOT 8LOT 3LOT 5LOT 4LOT 2LOT 19LOT 18LOT 17LOT 16LOT 14LOT 15LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2TRACT B DELOT 1LOT 11LOT 12LOT 1312+00 13+00 14+00 15+0016+0017+0018+0019+0020+0021+00LOT 4LOT 6LOT 5LOT 7LOT 8LOT 9BLOCK 9BLOCK 1 BLOCK 1LOT 6LOT 4LOT 5LOT 7LOT 8LOT 9LOT 6LOT 9LOT 7LOT 8LOT 10BLOCK 2BLOCK 10 BLOCK 11 TRACT A58'ROW30'FL - FL9' UTILITY EASEMENTSTA. 15+83.32STA. 15+95.33 STA. 17+69.23 STA. 17+81.23 STA. 18+99.23 STA. 19+11.23 STA. 20+09.23 STA. 20+21.23 STA. 21+19.23 STA. 21+31.23WATERLINE DSEE SHEET WT9WATERLINE ESEE SHEET WT10WATERLINE FSEE SHEET WT11WATERLINE DSEE SHEET WT949154920492549304935494049454950495549154920492549304935494049454950495515+0016+0017+0018+0019+0020+0021+0021+504941.474941.764941.904941.884941.704941.374941.00 4940.63 4940.26 4940.03 4939.81 4939.60 4939.39 4938.60 4938.02 4937.67 4937.31 4936.96 4936.61 4936.25 4935.90 4935.54 4935.19 4934.84 4934.48 8" PVC8" PVC8" PVC8" PVC8" PVCSTA. 17+28.2 0.4° DEFLECTION T.O.P.=4940.21 STA. 18+27.0 1.4° DEFLECTION T.O.P.=4939.37 STA. 18+62.0 1.1° DEFLECTION T.O.P.=4938.20 STA. 16+68.491° HORIZ. DEFLECTIONT.O.P.=4941.09 STA. 16+93.73 8"x8" CROSS 8" GV (N,E,S,W) T.O.P.=4940.72 STA. 19+42.23 8"x8" TEE w/ RJ 8" GV (S,E) T.O.P.=4937.07 STA. 20+79.73 8"x8" TEE w/ RJ 8" 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 SANITARY STA.= 19+52.23 T.O.P.= 4924.12 24" HDPE IRRIGATION STA.: 18+26.67 T.O.P.= 4937.25 TOP OFPIPEPROPOSEDGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 19+37.23 END MECH. RESTRAINT STA: 19+47.23 10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 20+74.73 END MECH. RESTRAINT STA: 20+84.7318" MIN.KEYMAPNORTHWATERLINE CMATCHLINE STA15+00STAMATCH LINE SEE SHEET 15+00WT5 STAMATCH LINE SEE SHEET 21+50WT7 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVMATCHLINESTA21+50WT6PLAN AND PROFILE WATERLINE C32 WW SSS SSS2WSSS SSS2WSG WWSSSSSSS SS SS SS SSWWWW WW WW 2W2WS WW SSS SSS2WSSS SSS2WS2W2WS WWWW2W2W2W2W GGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGGG GGGGGGGGG G G G G G G G GGGGGGGGG G G G GGGGGGGGGGGGE E EEEEEE EEEEEE EE EEEE E EEEEEEEEVAULTEETTVAULTVAULTEEEVAULTEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEEEEEEEEEWWSSWWSSWWSSWWSSWWSSWWSSHYD CECSDHYDXXXXXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTRED WILLOWDRIVE CORONA AVE RED WILLOW DRIVE STREET I CORONA AVENUE ALLEY L ALLEY M ALLEY N 244.50 LF 8" PVCS89° 54' 13.44"E261.00 LF 8" PVCS89° 54' 13.44"E136.25 LF 8" PVCS89° 54' 13.44"E207.25 LF 8" PVCS89° 54' 13.44"ESTA. 23+24.238"x8" CROSS8" GV (E,S,W)N:98562.70E:204015.95STA. 25+85.238"x8" TEE w/ RJ8" GV (S,E)N:98562.26E:204276.95STA. 27+21.488"x8" TEE w/ RJ8" GV (S,E)N:98562.03E:204413.20LOT 2LOT 4LOT 3LOT 6LOT 5LOT 7TRACT TDELOT 14LOT 10LOT 8LOT 9LOT 1LOT 3LOT 4LOT 5LOT 6LOT 11LOT 8LOT 9LOT 10LOT 13LOT 12LOT 2LOT 7LOT 8LOT 10LOT 3LOT 5LOT 4LOT 1LOT 2LOT 6LOT 9LOT 7TRACT RDETRACT SDELOT 2LOT 4LOT 3LOT 6LOT 5LOT 7LOT 6LOT 4LOT 5LOT 2LOT 3LOT 130'FL - FL58'ROW9' UTILITY EASEMENTLOT 3LOT 5LOT 4LOT 222+0023+0024+0025+0026+0027+0028+0029+00STA. 22+29.23STA. 22+41.23STA. 23+95.72 STA. 24+38.39 STA. 24+68.81 STA. 25+11.48 STA. 25+41.89 STA. 25+64.39 STA. 26+14.97 STA. 26+57.64 STA. 26+88.06 STA. 27+30.73 STA. 27+61.14 STA. 28+03.81 STA. 28+33.56 STA. 28+76.23WATERLINE ISEE SHEET WT14 - WT15WATERLINE ISEE SHEET WT14 - WT15WATERLINE ISEE SHEET WT14 - WT15WATERLINE GSEE SHEET WT1249154920492549304935494049454950495549154920492549304935494049454950495521+5022+0023+0024+0025+0026+0027+0028+0029+004933.424928.864933.24 4934.08 4935.75 4935.88 4933.774933.074932.714932.364932.624933.04 4933.45 4933.66 4933.87 4934.29 4934.50 4934.70 4935.12 4935.33 4935.54 4935.92 4935.91 4935.89 4935.86 4935.85 4935.83 8" PVC8" PVC8" PVCSTA. 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.=4932.35 STA. 23+24.238"x8" CROSS8" GV (E,S,W)T.O.P.=4932.61 STA. 25+85.23 8"x8" TEE w/ RJ 8" GV (S,E) T.O.P.=4934.79 STA. 27+21.48 8"x8" TEE w/ RJ 8" GV (S,E) T.O.P.=4935.93 30" RCP STORMSTA.= 23+44.65T.O.P.= 4928.2112" PVC SANITARYSTA.= 23+34.23T.O.P.= 4922.13 8" PVC SANITARY STA.= 25+95.23 T.O.P.= 4923.94TOP OFPIPEPROPOSEDGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 25+80.23 END MECH. RESTRAINT STA: 25+90.23 10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 27+16.48 END MECH. RESTRAINT STA: 27+26.485' MIN.18" MIN.24" RCP STORMSTA.= 22+89.56INV.= 4930.16 KEYMAPNORTHWATERLINE CMATCHLINE STA21+50STAMATCH LINE SEE SHEET 21+50WT6 STAMATCH LINE SEE SHEET 29+00WT8 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVMATCHLINESTA29+00WT7PLAN AND PROFILE WATERLINE C33 G SWIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWWSSSSSS2WSSSSS2WS2W2WS2W2W GGGGGGGGGGGGGGGG GGGGGGGGGGGEE EEE E E EEEEVAULTVAULT VAULTEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWSSWWSSWWSSWWSSWWSSWSWSELECELECELECBRKREVAULTF.O.FOHYDFESXXXX FOFOFOFOFOFOFOFOFOFOXXXXXXXXXWWWWWWWWXX XCORONA AVE TIMBERLINE ROAD CORONA AVENUEALLEY N STREET A207.25 LF 8" PVCS89° 54' 13.44"E403.71 LF 8" PVCS89° 54' 13.44"E210.17 LF 8" PVCS89° 54' 13.44"ESTA. 29+28.738"x8" CROSS8" GV (E,S,W)N:98561.68E:204620.45STA. 33+32.448"x6" SWIVEL TEE w/ RJFH ASSEMBLY8" GV (W)6" GV (S)N:98561.00E:205024.17STA. 35+42.61CONNECT TO EXISTING16" DIP WATERLINEw/ 8"x8" TEE w/ RJ8" GV (W)N:98560.65E:205234.34TRACT D DELOT 1LOT 3LOT 4LOT 5LOT 9LOT 7LOT 8LOT 11LOT 10LOT 12LOT 2LOT 6TRACT UDELOT 6LOT 4LOT 5LOT 2LOT 3LOT 1LOT 2LOT 4LOT 3LOT 6LOT 5LOT 7TRACT TDELOT 14BLOCK 429+0030+0031+0032+0033+0034+0035+00STA. 29+91.22STA. 30+33.89STA. 30+64.31STA. 31+06.98STA. 31+37.39 STA. 31+80.06 STA. 32+10.47 STA. 32+53.14 STA. 33+13.56 STA. 33+56.23 STA. 33+86.64 STA. 34+40.6958'ROW30'FL - FL9' UTILITY EASEMENTWATERLINE ISEE SHEET WT14 - WT15WATERLINE ISEE SHEET WT14 - WT1549154920492549304935494049454950495549154920492549304935494049454950495529+0030+0031+0032+0033+0034+0035+0036+004934.804933.40 4931.99 4930.62 4931.91 4932.55 4935.804935.504935.154934.454934.104933.754933.05 4932.70 4932.35 4931.69 4931.49 4927.24 4931.48 4931.62 4931.75 4932.07 4932.23 4932.39 4932.71 8" PVC8" PVC8" PVC8" PVCSTA. 29+28.70.8° DEFLECTIONT.O.P.=4935.80 STA. 32+69.4 45° VERT. BEND w/ RJ T.O.P.=4927.24 STA. 32+96.6 45° VERT. BEND w/ RJ T.O.P.=4927.24 STA. 33+00.7 45° VERT. BEND w/ RJ T.O.P.=4931.35 STA. 32+17.5 0.3° DEFLECTION T.O.P.=4931.75 STA. 32+65.2 45° VERT. BEND w/ RJ T.O.P.=4931.37 STA. 33+78.6 0.1° DEFLECTION T.O.P.=4931.77 STA. 29+28.738"x8" CROSS8" GV (E,S,W)T.O.P.=4935.80 STA. 33+32.44 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 8" GV (W) 6" GV (S) T.O.P.=4931.52 STA. 35+42.61 CONNECT TO EXISTING 16" DIP WATERLINE w/ 8"x8" TEE w/ RJ 8" GV (W) T.O.P.=4932.82 24" RCP STORM STA.= 32+90.38 INV.= 4931.70 24" HDPE IRRIGATION STA.= 32+75.52 INV.= 4928.90TOP OFPIPEPROPOSEDGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE18" MIN.5' MIN.80 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 34+62.61 BEGIN MECH. RESTRAINT STA: 35+42.61 92 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 32+45.24 END MECH. RESTRAINT STA: 33+37.44 KEYMAPNORTHWATERLINE CCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.MATCHLINE STA29+00STAMATCH LINE SEE SHEET 29+00WT7 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.WT8PLAN AND PROFILE WATERLINE C34 S S SIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWWWWWWWWWWWWWWWW SSSSSSSSSSSSSSSS S S S SWSWSWWWGGG G G GG GGGGGGGG G G G GGGGG G G G GGGGGGGGGGGGG GGGGG GGGGGGGGGGGGG G G GEEEEEEEEE EEE E EEEEEEEEEEE EEE EE EEEEEEE E E E E EEEEVAULT VAULTVAULTE VAULT VAULT EEE E EEEEEEFOHYD XXXXXXXXXXXX X X X XXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU FALCON RIDGE DRIVEWEEPING WILLOW DRIVEWEEPING WILLOW DRIVESTREET B STREET ASTA. 11+41.718"x8" CROSS8" GV (N,E,S,W)N:98563.75E:203385.45STA. 15+72.718"x8" CROSS8" GV (N,E,W)N:98132.75E:203384.73STA. 10+03.4111.25° BEND w/ RJN:98702.06E:203385.69STA. 10+00.00CONNECT TO EXISTING8" WATERLINEw/ 11.25° BEND w/ RJ8" GV (N)N:98705.40E:203386.36138.30 LF 8" PVCS00° 05' 46.56"W431.00 LF 8" PVCS00° 05' 46.56"W117.63 LF 8" PVCS00° 05' 46.56"W3.41 LF 8" PVCS11° 20' 46.56"W5.00 LF 8" PVCS00° 05' 46.56"W10+0011+0012+0013+0014+0015+0016+00STA. 16+90.348"x6" SWIVEL TEE w/ RJFH ASSEMBLY8" GV (S)6" GV (E)N:98015.12E:203384.53LOT 3LOT 3LOT 10LOT 11LOT 12LOT 7LOT 8LOT 9LOT 1LOT 2LOT 1LOT 6LOT 4LOT 3LOT 2LOT 5LOT 1LOT 2LOT 19LOT 18LOT 17LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 1LOT 5LOT 4LOT 3LOT 2LOT 6LOT 8LOT 6LOT 7TRACT BDETRACT VDEBLOCK 9BLOCK 10BLOCK 1 BLOCK 7 BLOCK 8 BLOCK 2 30'FL - FL59'ROW9' UTILITY EASEMENTSTA. 11+75.21 STA. 12+86.21 STA. 12+98.21 STA. 13+96.21 STA. 14+08.21 STA. 15+13.44 STA. 14+75.21 STA. 14+63.21 STA. 13+58.21 STA. 13+46.21 STA. 12+41.21STA. 12+29.21 STA. 16+95.348" END CAPN:98010.12E:203384.52WATERLINE CSEE SHEET WT5 - WT8WATERLINE CSEE SHEET WT5 - WT8WATERLINE BSEE SHEET WT2 - WT4WATERLINE BSEE SHEET WT2 - WT44920492549304935494049454950495549604920492549304935494049454950495549609+5010+0011+0012+0013+0014+0049104915492049254930493549404945495049104915492049254930493549404945495014+0015+0016+0017+0017+508" PVC8" 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.=4941.15 8" PVC8" PVCSTA. 15+42.7 45° VERT. BEND w/ RJ T.O.P.=4929.86 STA. 15+62.7 45° VERT. BEND w/ RJ T.O.P.=4929.86 STA. 15+66.3 45° VERT. BEND w/ RJ T.O.P.=4933.49 STA. 15+39.2 45° VERT. BEND w/ RJ T.O.P.=4933.34 STA. 15+72.71 8"x8" CROSS 8" GV (N,E,W) T.O.P.=4933.50 STA. 16+90.34 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 8" GV (S) 6" GV (E) T.O.P.=4933.86 4941.164941.094941.024940.944940.874940.804940.604940.134939.664939.204938.73 4938.26 4937.80 4937.33 4936.87 4936.40 4934.07 4933.59 4935.47 4935.00 4934.53 4933.60 4929.86 4933.51 4933.66 4933.74 4933.81 TOP OFPIPEEXISTINGGROUNDTOP OFPIPEEXISTINGGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE36" RCP STORM STA.= 15+52.71 INV.= 4931.68 24" HDPE IRRIGATIONSTA.: 10+07.71T.O.P.= 4938.72 EXISTING8" PVC WATERLINE5' MIN.8" PVC SANITARY STA.= 15+62.71 T.O.P.= 4923.48 80 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 16+10.34 BEGIN MECH. RESTRAINT STA: 16+90.34 9 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 9+97.00END MECH. RESTRAINTSTA: 10+06.41 18" MIN.KEYMAPNORTHWATERLINE DCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.WT9PLAN AND PROFILE WATERLINE D35 GGGGGGGGS S S S S S S S SSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSIRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRS SSSSSWSWSSWWWWWWWWWWWWWWGGGGGGGGGG G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G GEEEEEE EEEEEEEE E E EE EEEE E EEEEEEEE E EEEEEE EEVAULTVAULTEEEEEEVAULT VAULT EEE E E E E EE ELEC BRKRE XXXXXXXXXXXX X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU FALCON RIDGE DRIVE STREET GALLEY KSTREET B STREET A 10+0011+0012+0013+0014+00STA. 10+00.008"x8" TEE w/ RJ8" GV (E,S)N:98563.34E:203633.95STA. 14+31.008"x8" TEE w/ RJ8" GV (N,E)N:98132.34E:203633.23STA. 11+50.508"x6" SWIVEL TEE w/ RJFH ASSEMBLY8" GV (S)6" GV (W)N:98412.84E:203633.70LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2TRACT BDELOT 1LOT 6LOT 4LOT 3LOT 2LOT 5LOT 10LOT 11LOT 12LOT 7LOT 8LOT 9LOT 1LOT 6LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9LOT 7LOT 8LOT 10LOT 10LOT 9LOT 8LOT 7LOT 3LOT 5LOT 4LOT 2LOT 1TRACT FUDA&EAELOT 6LOT 7LOT 4LOT 3LOT 5LOT 6LOT 2LOT 8LOT 1150.50 LF 8" PVCS00° 05' 46.56"W280.50 LF 8" PVCS00° 05' 46.56"W58'ROW30'FL - FL9' UTILITY EASEMENTBLOCK 10BLOCK 2 BLOCK 11BLOCK 8 STA. 10+89.50 STA. 11+01.50 STA. 11+99.50 STA. 12+11.50 STA. 13+09.50 STA. 13+21.50 WATERLINE CSEE SHEET WT5 - WT8WATERLINE CSEE SHEET WT5 - WT8WATERLINE BSEE SHEET WT2 - WT4WATERLINE BSEE SHEET WT2 - WT4WATERLINE FSEE SHEET WT114915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+0014+0014+504937.174936.834936.494936.15 4935.82 4935.48 4935.14 4934.80 4934.46 4934.12 4933.78 4933.45 4933.11 4932.77 4932.43 4932.09 4929.58 4932.10 8" PVCSTA. 14+24.5 45° VERT. BEND w/ RJ T.O.P.=4932.10 STA. 14+21.0 45° VERT. BEND w/ RJ T.O.P.=4928.58 STA. 13+97.8 45° VERT. BEND w/ RJ T.O.P.=4931.78 STA. 14+01.0 45° VERT. BEND w/ RJ T.O.P.=4928.58 8" PVC SANITARYSTA.= 9+90.00T.O.P.= 4924.86 36" RCP STORM STA.= 14+11.00 INV.= 4930.41TOP OFPIPEPROPOSEDGROUNDPROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINESTA. 10+00.008"x8" TEE w/ RJ8" GV (E,S)T.O.P.=4937.17 STA. 11+50.50 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 8" GV (S) 6" GV (W) T.O.P.=4935.13 STA. 14+31.00 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4932.1018" MIN.8" PVC SANITARY STA.= 14+21.00 INV.= 4921.805' MIN.80 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+51.00 BEGIN MECH. RESTRAINT STA: 14+31.00 80 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+80.00 10 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 11+45.50 END MECH. RESTRAINT STA: 11+55.50 KEYMAPNORTHWATERLINE E( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVWT10PLAN AND PROFILE WATERLINE E36 GGGGGGGGS S S S S S S S SSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSUDUDUDUDSSSSSSWWWWWWWWWWWWWWWW SG G G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGG GGGGGGGGGG G GGG G G G G G G G G G GEEEEEEEE EEEEEEEEE EEEE E EEEEEEEE EEEEEE EEE EEEEEVAULTVAULTEEEEEEVAULTEEEVAULT E E VAULT EEE E E E E E E E EELEC BRKRE XXXXXXXXXXX X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU SS STREET GALLEY KSTREET B STREET A10+0011+0012+0013+0014+00LOT 6LOT 10LOT 9LOT 8LOT 7LOT 3LOT 5LOT 4LOT 2LOT 1LOT 6LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9LOT 7LOT 8LOT 10LOT 9LOT 10LOT 7LOT 6LOT 5LOT 4LOT 3LOT 8LOT 7LOT 4LOT 3LOT 5LOT 6LOT 10LOT 8LOT 9LOT 10LOT 11LOT 12LOT 7LOT 8LOT 9STA. 10+00.008"x8" TEE w/ RJ8" GV (E,S)N:98563.11E:203771.45STA. 14+31.008"x8" TEE w/ RJ8" GV (N,E)N:98132.11E:203770.73431.00 LF 8" PVC S00° 05' 46.56"WTRACT GDAEBLOCK 2 BLOCK 8BLOCK 11BLOCK 10STA. 10+91.50 STA. 11+03.50 STA. 11+63.50 STA. 11+75.50 STA. 12+35.50 STA. 12+47.50 STA. 13+07.50 STA. 13+19.50 STA. 13+76.50 STA. 13+79.50 STA. 13+22.50 STA. 13+04.50 STA. 12+50.50 STA. 12+32.50 STA. 11+78.50 STA. 11+60.50 STA. 10+88.50 STA. 11+06.50 STA. 10+34.50 30'8' UTILITYEASEMENTBLOCK 12WATERLINE CSEE SHEET WT5 - WT8WATERLINE CSEE SHEET WT5 - WT8WATERLINE ESEE SHEET WT10WATERLINE BSEE SHEET WT2 - WT4WATERLINE BSEE SHEET WT2 - WT44915492049254930493549404945495049554915492049254930493549404945495049559+5010+0011+0012+0013+0014+0014+508" PVC8" PVCSTA. 10+88.20.4° DEFLECTION T.O.P.=4934.72 STA. 13+97.7 45° VERT. BEND w/ RJ T.O.P.=4931.03 STA. 14+01.0 45° VERT. BEND w/ RJ T.O.P.=4927.75 STA. 14+21.0 45° VERT. BEND w/ RJ T.O.P.=4927.75 STA. 14+24.0 45° VERT. BEND w/ RJ T.O.P.=4930.77 4935.184935.054934.924934.79 4934.58 4934.28 4933.98 4933.69 4933.39 4933.09 4932.79 4932.49 4932.20 4931.90 4931.60 4931.30 4928.74 36" RCP STORM STA.= 14+10.99 INV.= 4929.58EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUND8" PVC SANITARY STA.= 14+21.00 INV.= 4920.955' MIN.80 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+80.00 STA. 10+00.008"x8" TEE w/ RJ8" GV (E,S)T.O.P.=4935.18 STA. 14+31.00 8"x8" TEE w/ RJ 8" GV (N,E) T.O.P.=4930.7780 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+51.00 BEGIN MECH. RESTRAINT STA: 14+31.00 KEYMAPNORTHWATERLINE F( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVWT11PLAN AND PROFILE WATERLINE F37 4910491549204925493049354940494549504910491549204925493049354940494549509+5010+0011+0012+0013+0014+0015+0016+0017+0017+508" PVC8" PVC8" PVC8" PVCSTA. 15+43.0 45° VERT. BEND w/ RJ T.O.P.=4926.31 STA. 15+63.0 45° VERT. BEND w/ RJ T.O.P.=4926.31 STA. 15+65.7 45° VERT. BEND w/ RJ T.O.P.=4929.03 STA. 12+97.3 0.9° DEFLECTION T.O.P.=4933.71 STA. 15+40.4 45° VERT. BEND w/ RJ T.O.P.=4928.97 STA. 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.=4932.614935.074934.514933.954933.394932.844932.604932.744933.144933.534933.93 4933.91 4933.81 4933.66 4933.17 4932.69 4932.20 4931.71 4931.22 4930.73 4930.25 4929.76 4929.27 4926.31 4929.08 4929.19 4929.31 4929.43 4929.55 TOP OFPIPEPROPOSEDGROUND36" RCP STORM STA.= 15+53.02 INV.= 4928.13 18" RCP STORMSTA.= 10+08.03T.O.P.= 4932.68 EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE8" PVC SANITARY STA.= 15+63.03 INV.= 4919.67EXISTING8" PVC WATERLINE5' MIN.STA. 11+42.038"x8" CROSS8" GV (E,S,W)T.O.P.=4932.61 STA. 12+94.51 1° HORIZ. DEFLECTION T.O.P.=4933.73 STA. 15+73.03 8"x8" CROSS 8" GV (N,E,W) T.O.P.=4929.07 STA. 16+85.91 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 8" GV (S) 6" GV (W) T.O.P.=4929.60 STA. 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.=4934.97 STA. 16+95.28 8" END CAP T.O.P.=4929.6480 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 16+15.28 BEGIN MECH. RESTRAINT STA: 16+95.2818" MIN.15 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 9+95.00END MECH. RESTRAINTSTA: 10+09.67 65 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 15+20.36 END MECH. RESTRAINT STA: 15+85.72 WWSSSSS SSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWUDUDUDUDUD SWWWWWW SGGG G GGGG G G GGGGGGGGGGGG GGGGGGGG G G GGGGGGGGGGGGGGGGGGGGGG G G G G GGGGEEEEEEEEEEEEEE EEEEEEEEEEE E E EEE VAULTEEEVAULT E E EEVAULTVAULTEEEEE E E E EEEEEEEE E E E E E E E E E E E E E E EEEEEEWWSS W SHYDCEC S D D S D S XXXXXXXXXXXX X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST STDSSSSS SSRED WILLOW DRIVERED WILLOW DRIVEALLEY LSTREET B STREET A 10+0011+0012+0013+0014+0015+0016+00LOT 1LOT 3LOT 4LOT 5LOT 2LOT 10LOT 8LOT 9LOT 1LOT 10LOT 9LOT 8LOT 7LOT 3LOT 5LOT 4LOT 2LOT 6LOT 9LOT 10LOT 8LOT 8LOT 10LOT 6LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9LOT 7LOT 10LOT 9LOT 8LOT 7LOT 3LOT 5LOT 4LOT 1LOT 2LOT 6TRACT GDAEBLOCK 3 BLOCK 13BLOCK 12BLOCK 8 TRACT ODESTA. 10+04.6722.5° BEND w/ RJN: 98700.05E: 204015.13STA. 10+00.00CONNECT TO EXISTING8" WATERLINEw/ 22.5° BEND w/ RJ8" GV (N)N: 98704.38E: 204016.89STA. 11+42.038"x8" CROSS8" GV (E,S,W)N:98562.70E:204015.95STA. 15+73.038"x8" CROSS8" GV (N,E,W)N:98131.69E:204016.85STA. 16+85.918"x6" SWIVEL TEE w/ RJFH ASSEMBLY8" GV (S)6" GV (W)N:98018.82E:204016.84137.36 LF 8" PVCS00° 20' 29.87"E152.48 LF 8" PVCS00° 20' 29.87"E278.53 LF 8" PVCS00° 00' 09.36"W112.88 LF 8" PVCS00° 00' 09.36"W4.67 LF 8" PVCS22° 09' 30.13"W9.37 LF 8" PVCS00° 00' 09.36"WSTA. 12+94.511° HORIZ. DEFLECTIONN:98410.22E:204016.8663'ROW36'FL - FL9' UTILITY EASEMENTSTA. 11+97.93STA. 12+33.93 STA. 12+69.93 STA. 12+81.93 STA. 13+41.62 STA. 13+53.62 STA. 14+13.62 STA. 14+25.62 STA. 14+85.62 STA. 14+97.62 STA. 16+95.288" END CAPN:98009.45E:204016.84BLOCK 14WATERLINE CSEE SHEET WT5 - WT8WATERLINE CSEE SHEET WT5 - WT8WATERLINE BSEE SHEET WT2 - WT4WATERLINE BSEE SHEET WT2 - WT4KEYMAPNORTHCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.WT12PLAN AND PROFILE WATERLINE G38 WATERLINE G 4910491549204925493049354940494549504910491549204925493049354940494549509+5010+0011+0012+0013+0014+0015+0015+504931.594931.424931.264931.094930.924930.75 4930.59 4930.42 4930.25 4930.08 4929.92 4929.75 4929.58 4929.41 4929.26 4929.13 4929.00 4928.87 4927.38 4928.68 8" PVC8" PVCSTA. 14+72.7 45° VERT. BEND w/ RJ T.O.P.=4928.67 STA. 14+70.7 45° VERT. BEND w/ RJ T.O.P.=4926.69 STA. 14+48.6 45° VERT. BEND w/ RJ T.O.P.=4928.75 STA. 14+50.7 45° VERT. BEND w/ RJ T.O.P.=4926.69 STA. 12+52.91 8"x6" SWIVEL TEE w/ RJ FH ASSEMBLY 6" GV (S) T.O.P.=4929.90 STA. 13+43.50 8"x8" CROSS 8" GV (N,E,S) T.O.P.=4929.29 STA. 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.=4930.68 STA. 14+92.27 TEMP. FH ASSEMBLY 8"x6" REDUCER (W) 8" GV (W) T.O.P.=4928.81TOP OFPIPEPROPOSEDGROUNDEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINE8" PVC SANITARYSTA.= 10+10.00T.O.P.= 4922.618" PVC SANITARY STA.= 11+46.25 T.O.P.= 4923.83 8" PVC SANITARY STA.= 13+53.50 T.O.P.= 4924.96 30" RCP STORM STA.= 14+60.69 INV.= 4928.4718" MIN.80 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 14+11.67 END MECH. RESTRAINT STA: 14+91.99 80 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+80.33 WS SSS2WSSS SSS2WSSS SS SS SS SS SS SS SS SSWWWWWWWW W2WS WS SSS2WSSS SSS2WS2WS 2W W2W2W 2WS SS SS SWS S2W W2W2W 2WS SS SS SWS SS SS S2W2W 2W2WGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGG G GGGGGGG G G G G G G G G G GGGG GGGGGGGGGG G G E EEEEEEEEEEE ETTTVAULTVAULTVAULTEEEEE E E E EEE EEEEEEEEE XXXXXXSTREET CSTREET IALLEY L ALLEY M ALLEY N ALLEY O ALLEY P STREET I 10+0011+0012+0013+0014+00136.25 LF 8" PVCS89° 54' 13.44"E116.66 LF 8" PVC S89° 54' 13.44"E90.59 LF 8" PVC S89° 54' 13.44"E148.77 LF 8" PVCS89° 54' 13.44"ESTA.=14+92.27TEMP. FH ASSEMBLY8"x6" REDUCER (W)8" GV (W)N:98303.43E:204768.79STA. 13+43.508"x8" CROSS8" GV (N,E,S)N:98303.68E:204620.02STA. 12+52.918"x6" SWIVEL TEE w/ RJFH ASSEMBLY6" GV (S)N:98303.83E:204529.43STA. 11+36.258"x8" CROSS8" GV (N,E,S)N:98304.03E:204412.77STA. 10+00.008"x8" TEE w/ RJ8" GV (N,E)N:98304.26E:204276.5236'FL - FL63'ROW9' UTILITY EASEMENTLOT 10LOT 9LOT 8LOT 7LOT 3LOT 5LOT 4LOT 2LOT 6TRACT RDELOT 2LOT 4LOT 3LOT 1LOT 5TRACT SDELOT 6LOT 4LOT 5LOT 7LOT 3LOT 2LOT 4LOT 3LOT 5TRACT TDETRACT UDELOT 6LOT 4LOT 5LOT 3TRACT M AE LOT 3LOT 5LOT 3LOT 4LOT 3LOT 2LOT 1LOT 1LOT 2LOT 5LOT 1LOT 2LOT 1LOT 2LOT 5LOT 4LOT 4LOT 3TRACT J AE BLOCK 14TRACT HUDA BLOCK 15 BLOCK 18 BLOCK 21 BLOCK 22 BLOCK 19 BLOCK 20 BLOCK 16 BLOCK 17 WATERLINE BSEE SHEET WT2 - WT4WATERLINE BSEE SHEET WT2 - WT4WATERLINE ISEE SHEET WT14 - WT15WATERLINE ISEE SHEET WT14 - WT15WATERLINE ISEE SHEET WT14 - WT15KEYMAPNORTHWATERLINE H( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:WT13PLAN AND PROFILE WATERLINE H39SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTV WWSSSSSS2WSSSSSS2WSG2W2WSWWSSSSSS2WSSSSSS2WS2W2WS2WW2W2W2WSSSSSSWSS2WW2W2W2WSSSSSSWSSSSSS2W2W2W2WGGG G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGG G G GGGGGGGGGGGGGGGGGGGG G G G G G GGGEEEE E E EEEEEEE ET T T T VAULTVAULT VAULTVAULTEEEEEEEEEEE E E EE E E E E E EEEEEEEEEEEWSSWWSSWWSS WWSSWWSS ELEC BRKR HY D XXXXXXXXXX XXXXXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU FALCON RIDGE DRIVE CORONA AVESTREET C CORONA AVENUEALLEY MALLEY NALLEY OALLEY PSTREET A 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00LOT 1LOT 2LOT 11LOT 8LOT 9LOT 10LOT 13LOT 12LOT 14TRACT R DE LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 5LOT 4LOT 3LOT 2LOT 1LOT 3LOT 1LOT 2LOT 5LOT 4LOT 3LOT 5LOT 1LOT 2LOT 3LOT 1LOT 2LOT 5LOT 4TRACT U DE LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7TRACT T DE TRACT S DE LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT JAETRACT MAESTA. 11+42.928"x8" CROSS8" GV (E,S,W)N:98561.68E:204620.45STA. 14+00.928"x8" CROSS8" GV (N,E,S)N:98303.68E:204620.02STA. 15+43.4245° BEND w/ RJN:98161.1799E:204619.7786STA. 15+71.7145° BEND w/ RJN:98141.2136E:204599.7450STA. 10+18.6922.5° BEND w/ RJN: 98685.91E: 204620.66STA. 10+00.00CONNECT TOEXISTING 8" WATERLINEw/ 22.5° BEND w/ RJ8" GV (N)N: 98703.19E: 204613.5418.69 LF 8" PVCS22° 24' 13.44"E28.28 LF 8" PVCS45° 05' 46.56"W124.23 LF 8" PVC S00° 05' 46.56"W258.00 LF 8" PVC S00° 05' 46.56"W142.50 LF 8" PVC S00° 05' 46.56"WBLOCK 20BLOCK 19BLOCK 21BLOCK 22STA. 15+14.47 STA. 14+79.03 STA. 14+38.06 STA. 13+22.73 STA. 12+85.35 STA. 12+19.67 STA. 11+98.38 STA. 15+16.47 STA. 14+81.03 STA. 14+40.06 STA. 13+20.73 STA. 12+86.58 STA. 12+18.12 STA. 11+78.38 20'10' UTILITYEASEMENT20'BLOCK 3 BLOCK 15BLOCK 16BLOCK 17BLOCK 18TRACT ODEWATERLINE CSEE SHEET WT5 - WT8WATERLINE CSEE SHEET WT5 - WT84920492549304935494049454950495549604920492549304935494049454950495549609+5010+0011+0012+0013+0049104915492049254930493549404945495049104915492049254930493549404945495013+0014+0015+0016+0016+508" PVC8" PVCSTA. 11+12.32.2° DEFLECTIONT.O.P.=4935.78STA. 11+61.92.2° DEFLECTIONT.O.P.=4935.82 STA. 12+46.7 45° VERT. BEND w/ RJ T.O.P.=4932.56 STA. 12+49.2 45° VERT. BEND w/ RJ T.O.P.=4930.05 STA. 12+89.5 1.1° DEFLECTION T.O.P.=4930.87 STA. 12+60.7 45° VERT. BEND w/ RJ T.O.P.=4930.05 STA. 12+62.5 45° VERT. BEND w/ RJ T.O.P.=4931.92 STA. 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.=4935.804939.924936.234934.354939.004938.074937.154935.794935.814935.31 4933.39 4930.05 4931.43 4930.20 4929.72 4929.29 4929.29 4929.47 4929.67 4929.69 4929.53 4929.38 4929.23 4929.07 4928.92 4928.77 8" PVC8" PVCSTA. 16+46.5 1.0° DEFLECTION T.O.P.=4928.64 STA. 13+72.8 1.1° DEFLECTION T.O.P.=4929.29 STA. 14+62.7 0.8° DEFLECTION T.O.P.=4929.76 STA. 15+71.71 45° BEND w/ RJ T.O.P.=4929.09 STA. 14+00.92 8"x8" CROSS 8" GV (N,E,S) T.O.P.=4929.29 STA. 15+43.42 45° BEND w/ RJ T.O.P.=4929.27 8" PVC SANITARYSTA.= 11+32.92INV.= 4924.92 8" PVC SANITARY STA.= 13+90.92 T.O.P.= 4924.58 PROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUNDTOP OFPIPEPROPOSEDGROUNDEXISTING8" PVC WATERLINE29 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 9+95.00END MECH. RESTRAINTSTA: 10+23.69 48 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 15+33.42 END MECH. RESTRAINT STA: 15+81.715' MIN.5' MIN.15" HDPE STORM STA.= 12+54.92 INV.= 4931.6856 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 12+26.67 END MECH. RESTRAINT STA: 12+82.53 KEYMAPNORTHWATERLINE ICONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.MATCHLINESTA16+50STAMATCH LINE SEE SHEET 16+50WT15 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVCONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.WT14PLAN AND PROFILE WATERLINE I40 WWSSSSSS2WSSSSSS2WSG2W2WSWWSSSSSS2WSSSSSS2WS2W2WS2WW2W2W2WSSSSSSWSS2WW2W2W2WSSSSSSWSSSSSS2W2W2W2WGGG G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGG G G GGGGGGGGGGGGGGGGGGGG G G G G G GGGEEEE E E EEEEEEE ET T T T VAULTVAULT VAULTVAULTEEEEEEEEEEE E E EE E E E E E EEEEEEEEEEEWSSWWSSWWSS WWSSWWSS ELEC BRKR HY D XXXXXXXXXX XXXXXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU FALCON RIDGE DRIVE CORONA AVESTREET C CORONA AVENUEALLEY MALLEY NALLEY OALLEY PSTREET A 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00LOT 1LOT 2LOT 11LOT 8LOT 9LOT 10LOT 13LOT 12LOT 14TRACT R DE LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 5LOT 4LOT 3LOT 2LOT 1LOT 3LOT 1LOT 2LOT 5LOT 4LOT 3LOT 5LOT 1LOT 2LOT 3LOT 1LOT 2LOT 5LOT 4TRACT U DE LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7TRACT T DE TRACT S DE LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT JAETRACT MAESTA. 17+28.9645° BEND w/ RJN:98141.4778E:204442.4952STA. 17+71.3845° BEND w/ RJN:98171.5281E:204412.5457STA. 19+03.888"x8" CROSS8" GV (N,E,S)N:98304.03E:204412.77STA. 21+61.888"x8" TEE w/ RJ8" GV (E,S)N:98562.03E:204413.20157.25 LF 8" PVCN89° 54' 13.44"W42.43 LF 8" PVCN44° 54' 13.44"W132.50 LF 8" PVC N00° 05' 46.56"E258.00 LF 8" PVC N00° 05' 46.56"EBLOCK 20BLOCK 19BLOCK 21BLOCK 22STA. 21+06.43STA. 21+26.43 STA. 20+86.32 STA. 20+19.37 STA. 19+84.07 STA. 18+64.75 STA. 18+24.03 STA. 17+88.37 STA. 20+85.52 STA. 20+18.13 STA. 19+82.07 STA. 18+66.75 STA. 18+26.03 STA. 17+90.3720'8' UTILITYEASEMENT8' UTILITYEASEMENT20'BLOCK 3 BLOCK 15BLOCK 16BLOCK 17BLOCK 18TRACT ODEWATERLINE CSEE SHEET WT5 - WT8WATERLINE CSEE SHEET WT5 - WT849154920492549304935494049454950495549154920492549304935494049454950495516+5017+0018+0019+0020+0021+0022+004929.24 4930.36 4930.68 4931.77 4934.97 4928.96 4929.52 4929.80 4930.08 4930.64 4930.65 4930.67 4930.59 4930.91 4931.34 4932.36 4932.974934.104935.364935.75 8" PVC8" PVC8" PVC8" PVC8" PVCSTA. 18+24.5 0.6° DEFLECTION T.O.P.=4930.64 STA. 19+29.9 1.2° DEFLECTION T.O.P.=4930.57 STA. 20+02.2 0.4° DEFLECTION T.O.P.=4931.81 STA. 20+50.01.2° DEFLECTIONT.O.P.=4932.97STA. 20+91.41.7° DEFLECTIONT.O.P.=4934.84 8" PVC SANITARY STA.= 19+13.88 T.O.P.= 4923.45 PROPOSED GROUND@ PIPE CENTERLINEEXISTING GROUND@ PIPE CENTERLINETOP OFPIPEPROPOSEDGROUNDSTA. 17+28.96 45° BEND w/ RJ T.O.P.=4929.56 STA. 17+71.38 45° BEND w/ RJ T.O.P.=4930.04 STA. 19+03.88 8"x8" CROSS 8" GV (N,E,S) T.O.P.=4930.68 STA. 21+61.888"x8" TEE w/ RJ8" GV (E,S)T.O.P.=4935.93 62 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 17+81.38 END MECH. RESTRAINT STA: 17+18.965' MIN.15" HDPE STORMSTA.= 20+49.88INV.= 4934.59 KEYMAPNORTHWATERLINE IMATCHLINESTA16+50STAMATCH LINE SEE SHEET 16+50WT14 ( IN FEET )01 INCH = 40 FEET404080120PROFILE SCALE:SheetTIMBER LARK RESIDENTIAL These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 98NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER (FORT COLLINS), LATEST EDITION,EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BEPER (FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTSARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN ORAS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT 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 DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE (FORT COLLINS) ENGINEERING INSPECTOR. ALL REPAIRS TO BEIN ACCORDANCE WITH (FORT COLLINS) STREET REPAIR STANDARDS.9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATERSERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILSFOR INFORMATION ON SIZES AND TYPICAL LAYOUT10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWDSTANDARDS UNLESS OTHERWISE NOTESEXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVWT15PLAN AND PROFILE WATERLINE I41 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 STREET I10+0011+0012+0013+00 INLET A3-1 (SUMP) STA 10+96.49 N: 98156.36 E: 204214.06 INLET A2 (SUMP) STA 10+63.55 N: 98122.06 E: 204229.02 33.03 LF 42" RCP @ 3.98% 2' CONCRETE PAN LOT 10LOT 1 BLOCK 13BLOCK 14STMH A3 (5' Ø) STA: 10+96.48 N: 98151.36 E: 204214.06 63.55 LF 42" RCP @ 4.29%5.00 LF 24" RCP @ 2.00% STORM DRAIN B SEE SHEET SD9 FES A1 STA 10+00.00 N: 98062.29 E: 204207.42 STMH A4 (5' Ø) w_ WQ WEIR STA 13+30.35 N: 98151.77 E: 203980.20 63.55 LF 42" RCP @ 4.29%233.86 LF 36" RCP @ 0.50%EXISTING 30" RCPEXISTING 12" PVCPROPOSED RIP RAP 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 4932.394933.924934.644936.044932.644932.914933.404934.024934.154934.374935.084935.60INLET A2 (SUMP)STA 10+63.55RIM 4933.4±INV. IN 4925.33 (NW)INV. OUT 4925.33 (S)STMH A3 (5' Ø)STA 10+96.45RIM 4933.7±INV. IN 4928.14 (N)INV. IN 4927.14 (W)INV. OUT 4926.64 (SE)33.03 LF 42" RCP @ 3.98% 63.55 LF 42" RCP @ 4.29% 233.86 LF 36" RCP @ 0.50%8" PVC SANITARYSTA.= 10+85.21T.O.P.= 4921.388" PVC SANITARYSTA.= 11+53.78T.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+04.96RIM 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 98 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 RIP-RAP 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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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 & A342 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 ESSSSSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTSTSTSTREET B STREET B 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 STMH A4 (5' Ø) w_ WQ WEIR STA 13+30.35 N: 98151.77 E: 203980.20 STMH A5 STA 17+04.78 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 ???RIM 4937.4±INV. IN 4930.57 (W)INV. OUT 4930.57 (E)8" PVC SANITARYSTA.= 15+29.78T.O.P.= 4921.788" PVC SANITARYSTA.= 16+67.28T.O.P.= 4922.498" PVC WATERSTA.= 16+77.28T.O.P.= 4928.608" PVC WATERSTA.= 15+39.78T.O.P.= 4927.77233.86 LF 36" RCP @ 0.50%STMH A4 (5' Ø) w_ WQ WEIRSTA 13+30.35RIM 4933.9±INV. IN 4928.31 (W)INV. IN 4929.31 (N)INV. IN 4929.31 (S)INV. OUT 4928.31 (E)8" PVC WATERSTA.= 12+93.69T.O.P.= 4926.33EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND PROPOSED GROUND 10-YR HGL 30" RCP STORMSTA.= 12+75.42T.O.P.= 4926.1718" MIN. NORTH STORM DRAIN AMATCHLINESTA17+75STAMATCH LINESEE SHEET17+50SD3STAMATCH 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 98 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 RIP-RAP 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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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 A43 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+11.78T.O.P.= 4931.788" PVC SANITARYSTA.= 22+01.78T.O.P.= 4925.368" PVC WATERSTA.= 19+25.78T.O.P.= 4929.888" PVC SANITARYSTA.= 19+35.78T.O.P.= 4924.06INLET A8 (ON-GRADE)STA 22+47.45RIM 4939.6±INV. OUT 4933.82 (S)5.00 LF 24" RCP @ 0.50% 262.46 LF 36" RCP @ 0.70%STMH A7STA 22+42.45RIM 4939.8±INV. IN 4933.79 (N)INV. OUT 4933.79 (E)STMH A6STA 19+79.99RIM 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 4936.474936.584936.774936.894937.084937.204937.334937.454937.534937.774938.224938.804939.574939.734939.714939.914940.064940.204940.4310-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 98 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 RIP-RAP 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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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 A44 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 STREET B 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.= 4931.644938.284938.094938.974939.374939.424938.904937.074937.434937.784938.144938.494938.844938.634938.684938.994939.29EXISTING 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 98 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 RIP-RAP 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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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 A645 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% STMH A4 (5' Ø) w_ 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%STMH A4 (5' Ø) w_ WQ WEIRSTA 10+00.00RIM 4933.9±INV. 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 98 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 RIP-RAP 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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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-N46 PROFILE SCALE: SD5 SD6 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 ALLEY L 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 98 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 RIP-RAP 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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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-N47 PROFILE SCALE: SD5 SD6 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 STSTREET B9+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 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 98 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 RIP-RAP 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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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 A4-S48 SD7SD8 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 STREET B 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 98 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 RIP-RAP 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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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-S49 SD7SD8 D S XXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU OHUSSSS SSSSST ST ST STSTSTREET B G G G G G GGG 9+6910+00 10+65STORM DRAIN A SEE SHEET SD1 12.49 LF 30" RCP @ 0.27% 10.11 LF 30" RCP @ 0.50% 66.00 L F 1 8 " R C P @ 0 . 5 0 % 12.01 LF 24" RCP @ 0.42% STMH B1 STA 9+78.00 N: 98021.07 E: 204141.68 OUTLET B3 STA 10+56.00 N: 98057.52 E: 204205.65 OUTLET B2 STA 10+43.99 N: 98045.83 E: 204202.85 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+004932.544932.004928.724924.2212.01 LF 24" RCP @ 0.42% 66.00 LF 18" RCP @ 0.50% 10.11 LF 30" RCP @ 0.50%STMH B1STA 9+78.00RIM 4932.4±INV. IN 4922.22 (E)INV. IN 4922.40 (W)INV. OUT 4922.22 (S)OUTLET B3STA 10+56.00INV. 4922.60 (S)EXISTING GROUND PROPOSED GROUND 100-YR HGL EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE XXXXXXG G G G G G G G E E E 10+0011+0036.03 LF 30" RCP @ 3.10%47.96 LF 36" RCP @ 0.50%36.00 LF 30" RCP @ 0.50%INLET C2 (SUMP) STA 10+50.03 N: 98295.48 E: 204737.19 INLET C3 (SUMP) STA 10+86.03 N: 98331.48 E: 204737.25 FES C4 STA 11+24.56 N: 98369.12 E: 204745.52 FES C1 STA 10+00.00 N: 98246.56 E: 204747.68 PROPOSED RIP RAP SEE SHT EC4 FOR DETAIL 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 @ 3.10%FES C4STA 11+24.56RIM 4932.7±INV. OUT 4929.73 (S)INLET C3 (SUMP)STA 10+86.03FL. 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+50.03FL. EL 4933.4±INV. IN 4928.43 (N)INV. OUT 4928.43 (S)47.96 LF 36" RCP @ 0.50%FES C1STA 10+00.00RIM 4931.1±INV. IN 4928.19 (N)4927.764928.144932.164933.434933.774934.134929.734929.868" PVC SANITARYSTA.= 10+68.03T.O.P.= 4925.348" PVC WATERSTA.= 10+58.03T.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 & C50 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 98 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 RIP-RAP 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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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: STREET A IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRG G G G G G G EEEEEEE E E E E E E E E S S S S 10+0011+0034.53 LF 24" RCP @ 0.50% 30.00 LF 24" RCP @ 0.50% 28.51 LF 15" HDPE @ 0.50% INLET D4 STA 10+93.04 N: 98614.57 E: 204981.33 INLET D3 (SUMP) STA 10+64.53 N: 98586.07 E: 204982.15 INLET D2 (SUMP) STA 10+34.53 N: 98556.07 E: 204982.10 FES D1 STA 10+00.00 N: 98521.56 E: 204981.03 PROPOSED RIP RAP SEE SHT EC4 FOR DETAIL 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 11+50INLET D4STA 10+93.04RIM 4936.2±INV. OUT 4932.72 (S)28.51 LF 15" HDPE @ 0.50%INLET D3 (SUMP)STA 10+64.53FL. EL 4936.1±INV. IN 4932.57 (N)INV. OUT 4931.82 (S)INLET D2 (SUMP)STA 10+34.53FL. EL 4936.1±INV. IN 4931.67 (N)INV. OUT 4931.67 (S)30.00 LF 24" RCP @ 0.50% 34.53 LF 24" RCP @ 0.50%FES D1STA 10+00.00RIM 4933.3±INV. IN 4931.50 (N)8" PVC WATERSTA.= 10+39.53T.O.P.= 4927.274931.394931.504936.754936.514936.684936.294936.794937.298" PVC SANITARYSTA.= 10+49.57T.O.P.= 4927.36EXISTING GROUND PROPOSED GROUND 18" MIN. EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 100-YR HGL 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 RIP RAP SEE SHT EC4 FOR DETAIL 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+00.00RIM 4926.4±INV. IN 4924.90 (N)42.43 LF 15" RCP @ 6.00%INLET E2 (SUMP)STA 10+42.43FL. EL 4933.3±INV. OUT 4927.45 (S)4924.904930.864933.52EXISTING 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 D & E51 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 98 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 RIP-RAP 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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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 D E D PROFILE SCALE:PROFILE SCALE: 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 TALLEY MALLEY N10+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+64.99 N: 98449.47 E: 204747.68 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 @ 1.41%98.25 LF 15" HDPE @ 1.49%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 37.42 LF 15" HDPE @ 0.77% 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 4930.074932.604934.624935.274936.244937.194937.224936.854937.354937.494937.424938.104938.604938.834938.304936.734936.85EXISTING GROUND PROPOSED GROUND EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 113.00 LF 15" HDPE @ 1.41%INLET F3STA 11+15.41FL. EL 4936.7±INV. IN 4932.00 (W)INV. OUT 4932.00 (E)98.25 LF 15" HDPE @ 1.49%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+64.99FL. EL 4931.6±INV. IN 4930.12 (W)INLET F2STA 10+02.41FL. EL 4934.4±INV. IN 4930.41 (W)INV. OUT 4930.41 (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 98 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 RIP-RAP 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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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 F52 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) STMH A4 (5' Ø) w_ WQ WEIR 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 10' 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 98 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 PLAN53 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 STREET G STREET ASTREET BLOT 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' 32' DRAINAGE EASEMENTBLOCK 2BLOCK 8BLOCK 74915 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 4935.994937.754939.444938.964938.534938.444938.924939.474939.994940.504940.974941.434941.714941.924942.184942.484942.794943.094943.404943.734944.074944.314943.854943.9198.54 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 98 KEYMAP NORTH IRRIGATION AMATCHLINESTA16+00( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 PROFILE SCALE: IR1 PLAN AND PROFILEIRRIGATION A54 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 (LOCAL ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (TOWN OR CITY) 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 (MINIMUM AND 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 (TOWN OR CITY) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (TOWN OR CITY) STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. 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: 203532.18 176.73 LF 24" HDPE @ 0.54% IR INLET A8 STA 18+94.33 N: 98707.98 E: 203346.17 STREET EWEEPING WILLOW DRIVESTREET GALLEY KSTREET A 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' TRACT B DE BLOCK 10BLOCK 11IRMH A7 STA 18+80.56 N: 98697.80 E: 203355.45 13.77 LF 24" HDPE @ 0.54% 4925 4930 4935 4940 4945 4950 4955 4960 4965 4925 4930 4935 4940 4945 4950 4955 4960 4965 16+0017+0018+0019+0019+50 4945.034945.514944.314944.804945.304944.444944.804945.164946.564946.324946.25IR INLET A8STA 18+94.33RIM 4948.5±INV. OUT 4936.78 (SE)176.73 LF 24" HDPE @ 0.54%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+80.56RIM 4947.5±INV. IN 4936.71 (NW)INV. OUT 4936.71 (E)13.77 LF 24" HDPE @ 0.54% 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 98 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 A55 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 (LOCAL ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (TOWN OR CITY) 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 (MINIMUM AND 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 (TOWN OR CITY) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (TOWN OR CITY) STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. 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 GS W 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 E E E E E EEEEEEE WWSS WWSS WWSS WWSS WWSS W SWSS ELEC ELEC ELEC BRKRE VAULT F.O. FOHYDFESXX X X FOFOFOFOFOFOFOFOFOFOXXXXXXXXXWWWWWWWWXX XCORONA AVENUESTREET ACORONA 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 @ 3.50% 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 18ALLEY N30' 15' 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 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)217.0 3 L F 2 4 " H D P E @ 3 . 5 0 %IRMH B2STA 12+17.14RIM 4939.6±INV. IN 4929.57 (W)INV. OUT 4929.57 (S)217.15 LF 24" HDPE @ 0.50%IR OUTLET B1STA 10+00.00RIM 4938.3±INV. IN 4928.49 (N)4937.834938.154938.324934.814933.784936.634936.384936.684937.024937.544938.064939.754940.134940.594941.064941.404941.754942.164942.604942.91PROPOSED GROUND EXISTING GROUND 8" PVC SANITARY STA.=10+93.19 INV.=4926.61 EXISTING GROUND @ PIPE CENTERLINE PROPOSED 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 98 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 B56 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 (LOCAL ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER (TOWN OR CITY) 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 (MINIMUM AND 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 (TOWN OR CITY) ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (TOWN OR CITY) STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. 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 (STREET E) STA. = 12+63.21 (STREET B) STREET B SEE SHEET R5 - R6 ∆STREET E 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 ∆ ∆ ∆ ∆STREET ASTREET B 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.= 4935.134930 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 GROUND EXISTING GROUND 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.= 4935.06IRR 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 STA. = 16+71.76 (STREET A) STA. = 11+31.50 (WEEPING WILLOW DRIVE) STA. = 19+40.26 (STREET A) STA. = 10+00.00 (STREET G) STREET G SEE SHEET R10 WEEPING WILLOW DRIVE SEE SHEETS R11 - R12 5' SIDEWALK STREET A 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 98 MATCH LINE STA 15+00 STREET E R1 PLAN AND PROFILESTREET E & STREET A57 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 STREET E & STREET A SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET E & STREET A SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET E & STREET A 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+00STREET A NORTHNORTH RED WILLOWDRIVEDSTSTSTSTST STSTA. = 20+72.76 (STREET A) 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 STREET A 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 (STREET A) STA. = 11+31.50 (RED WILLOW DRIVE) STA. = 24+53.76 (STREET A) STA. = 10+00.00 (ALLEY L) STA. = 25+83.26 (STREET A) STA. = 28+56.69 (STREET B & I) STA. = 27+14.51 (STREET A) STA. = 10+00.00 (ALLEY M) STA. = 29+21.76 (STREET A) STA. = 11+31.50 (CORONA AVENUE) STA. = 10+00.00 (ALLEY N) CORONA AVENUE SEE SHEET R3 ALLEY M SEE SHEET R16 STREET I SEE SHEETS R5 - R6 ALLEY N SEE SHEET R16 RED WILLOW DRIVE SEE SHEETS R13 - R14 ALLEY K SEE SHEET R15 ALLEY L 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 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.= 4930.214930 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 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+004939.084937.674937.484938.324939.184940.024940.844941.504940.494939.084940.134939.784939.434938.734938.384938.034937.364937.234937.284937.694937.904938.114938.534938.744938.964939.394939.614939.824940.234940.434940.634941.054941.264941.454941.414941.194940.854940.144939.794939.430.87% 0.82% 0.84% -1.40% -1.40% -1.41% 0.84% 0.84%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+97.18 PVI STA = 28+09.81 PVI ELEV = 4941.76 BVCS: 27+59.81BVCE: 4941.34EVCS: 28+59.81EVCE: 4941.06A.D. = 2.25 K = 44.41 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 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 98MATCHLINESTA30+00R2 PLAN AND PROFILESTREET A58 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 STREET A SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET A SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET A 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 STREET A IRR IRR IRR IRR IRRIRRIRRIRRFE SXSTREET A 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 TRACT L DE 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 FUTURE CURB & GUTTER 5' SIDEWALKFESCORONA AVENUE ALLEY N SEE SHEET R16 STREET A 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 (STREET J) STA. = 10+00.00 (ALLEY L) STA. = 29+21.76 (STREET A) 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+004938.464937.054936.594937.194937.794939.514939.164938.814938.104937.754937.404936.744936.574936.524936.744936.894937.044937.344937.494937.644938.170.60% 2.00% -1.41%PVI STA = 35+08.73PVI ELEV = 4937.85PVI STA = 35+35.61PVI ELEV = 4938.38100.0' VC LP ELEV = 4936.52 LP STA = 32+72.49 PVI STA = 32+52.33 PVI ELEV = 4936.31 BCVS: 32+02.33BVCE: 4937.01ECVS: 33+02.33EVCE: 4936.61A.D. = 2.01 K = 49.74 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE PROPOSED GROUND EXISTING GROUND 24" RCP STORMSTA.= 32+78.41INV.= 4931.754930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 30+00 31+00 32+00 33+00 34+00 35+00 36+004938.564937.154936.114936.554937.154939.624939.274938.914938.214937.864937.504936.804936.464936.224936.124936.254936.404936.704936.854937.004937.304937.510.60% 2.00% -1.41% 0.60%PVI STA = 35+37.20PVI ELEV = 4937.38PVI STA = 35+45.90PVI ELEV = 4937.43PVI STA = 35+72.78PVI ELEV = 4937.97100.0' VC LP ELEV = 4936.10 LP STA = 33+09.66 PVI STA = 32+89.50 PVI ELEV = 4935.89 BCVS: 32+39.50BVCE: 4936.59ECVS: 33+39.50EVCE: 4936.19A.D. = 2.01 K = 49.74 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND INLET D2 (SUMP) INV. IN=4931.67 (N) INV. OUT=4931.67 (S) 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+004937.674936.314936.284936.884937.854938.734938.384938.024937.324936.974936.614936.124936.074936.134936.434936.584936.734937.034937.184937.333.11% 0.60% -1.41%PVI STA = 34+85.17PVI ELEV = 4937.39PVI STA = 35+12.08PVI ELEV = 4938.23100.0' VC LP ELEV = 4936.07 LP STA = 32+48.93 PVI STA = 32+28.77 PVI ELEV = 4935.86 BCVS: 31+78.77BVCE: 4936.56ECVS: 32+78.77EVCE: 4936.16A.D. = 2.01 K = 49.74 PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE PROPOSED GROUND EXISTING GROUND INLET D3 (SUMP) INV. IN=4932.57 (N) INV. OUT=4931.82 (S) 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 % -3.5 0 % -3.05 % -3.7 5 % -4.0 1 %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 GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE BEGIN PROPOSED FLOWLINE STA.=10+00.01 EL. = 4944.690 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% -4.0 1 % -3.3 0 % -3.7 5 % -4.0 1 % -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 GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE BEGIN PROPOSED FLOWLINE STA.=10+00.00 EL. = 4944.864 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 9+00 10+00 11+00 12+00 PROPOSED GROUND EXISTING GROUND 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 = 4940.67BEGIN PROPOSED ROAD STA.=9+98.27 EL. = 4945.141 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 98MATCHLINESTA30+00STREET A R3 PLAN AND PROFILESTREET A & CORONA AVENUE59 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 CORONA AVENUEFALCON 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 STREET A SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET A SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET A SCALE : 1" = 50' (H) 1" = 5' (V) CENTERLINE CORONA AVENUE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE CORONA AVENUE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE CORONA AVENUE SCALE : 1" = 50' (H) 1" = 5' (V) R2 R3 R1 R1 R3 IRR IRR IRR IRR IRRIRRIRRIRRFE SXSTREET A 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 TRACT L DE 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 FUTURE CURB & GUTTER 5' SIDEWALK4915 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 PROPOSED GROUND EXISTING GROUND FUTURE GRADE @ CUL-DE-SAC FLOWLINE EXISTING GRADE @ CUL-DE-SAC FLOWLINE 4937.394937.244937.124936.984936.834937.614937.574937.804937.704937.704938.064938.551.00%-1.02%PVI STA = 10+00.00PVI ELEV = 4936.93PVI STA = 11+13.09PVI ELEV = 4938.06PVI STA = 12+83.69PVI ELEV = 4936.32SheetTIMBER 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 98 R4 PLAN AND PROFILEFUTURE STREET A CUL-DE-SAC60 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 STREET A CUL-DE-SAC SCALE : 1" = 50' (H) 1" = 5' (V) FUTURE STREET A CUL-DE-SAC IRRIRRIRRIRRUDUDUDUD DSTSTSTSTSTST ST STREET B STREET B STA. = 10+00.00 (STREET B & I) STA. = 15+62.51 (GOLDEN WILLOW DRIVE) STA. = 12+63.21 (STREET B & I) STA. = 14+31.00 (STREET E) STA. = 15+29.21 (STREET B & I) STA. = 15+62.50 (WEEPING WILLOW DRIVE) STA. = 17+97.71 (STREET B & I) STA. = 14+31.00 (STREET G) STA. = 19+30.21 (STREET B & I) STA. = 14+31.80 (ALLEY K) STA. = 21+81.71 (STREET B & I) STA. = 15+62.50 (RED WILLOW DRIVE) GOLDEN WILLOW DRIVE SEE SHEETS R8 - R9 STREET E SEE SHEET R1 - ## RED WILLOW DRIVE SEE SHEETS R13 - R14 ALLEY K SEE SHEET R15 STREET G 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 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 GROUND EXISTING GROUND 24" RCP STORMSTA.= 14+85.00INV.= 4933.1624" RCP STORMSTA.= 21+34.64INV.= 4929.3624" HDPE IRRIGATIONSTA.= 16+74.47INV.= 4926.804925 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 GROUND EXISTING GROUND 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) 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+004941.354940.444939.784939.124938.464938.124938.644937.864936.844935.834934.824933.844940.934940.774940.604940.274940.114939.944939.614939.454939.284938.964938.794938.634938.304938.164938.094938.234938.404938.574938.574938.374938.114937.604937.354937.104936.594936.344936.084935.584935.324935.074934.564934.314934.064933.744933.744933.85-0.60% -0.66% 0.70% -1.01% -0.66% -2.42 %-0.60% -1.01% -1.01% 0.70%PVI STA = 9+85.11PVI ELEV = 4941.44PVI STA = 10+00.00PVI ELEV = 4941.35PVI STA = 10+15.11PVI ELEV = 4940.98PVI STA = 10+35.31PVI ELEV = 4940.86PVI STA = 12+63.29PVI ELEV = 4939.36PVI 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 = 4938.09 LP STA = 14+80.41 PVI STA = 14+81.80 PVI ELEV = 4937.92 BCVS: 14+31.80BVCE: 4938.25ECVS: 15+31.80EVCE: 4938.27A.D. = 1.35 K = 73.86 100.0' 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 GROUND EXISTING GROUND 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) 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 98MATCHLINESTA22+00R5 PLAN AND PROFILESTREET B61 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 STREET B CENTERLINE STREET B SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET B SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET B SCALE : 1" = 50' (H) 1" = 5' (V) R5 R6 DSTSTSTSTSTSTSTSTSTSTSTSTSTSTREET ISTREET BSTA. = 25+98.69 (STREET B & I) STA. = 10+00.00 (STREET C) STA. = 28+56.69 (STREET B & I) STA. = 25+83.26 (STREET A) STREET A SEE SHEETS R1 - R3 STREET C SEE SHEET R7 STA. = 23+11.21 (STREET B & I) STA. = 14+31.80 (ALLEY L) ∆ 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 ALLEY L SEE SHEET R15 SIGHT DISTANCE SIGHT DISTANCE ∆ ∆ ∆ ∆ 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 GROUND EXISTING GROUND42" RCP STORMSTA.= 23+74.16INV.= 4926.194925 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 GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE INLET A3-1 (SUMP) INV. OUT=4928.24 (S) 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 GROUND EXISTING GROUND PROPOSED GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE INLET A2 (SUMP) INV. IN=4925.33 (NW) INV. OUT=4925.33 (S) 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 98 MATCH LINE STA 22+00 R6 PLAN AND PROFILESTREET B & STREET I62 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 STREET B & STREET I 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 STREET B & STREET I SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET B & STREET I SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET B & STREET I SCALE : 1" = 50' (H) 1" = 5' (V) XSTREET C STA. = 10+00.00 (STREET C) STA. = 25+98.69 (STREET B & I) STA. = 11+30.00 (STREET C) STA. = 12+58.80 (ALLEY M) STA. = 10+00.00 (ALLEY O) STA. = 13+38.50 (STREET C) STA. = 12+58.80 (ALLEY N) STA. = 15+55.68 (ALLEY P) ALLEY M SEE SHEET R16STREET I SEE SHEETS R5 - R6 ALLEY N SEE SHEET R16 ALLEY P SEE SHEET R17 ALLEY O SEE SHEET R17STREET B 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 HUDATRACT N UDA&EAE ALLEY L SEE SHEET R15 TIMBERLINE ROAD5' SIDEWALK 5' SIDEWALK STOP SIGN w/ STREET NAMES PROPOSED TYPE 3 BARRICADE 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 4 LOT 3 SIGHT DISTANCE VERTICAL CURB & GUTTER CURB CUT & SIDEWALK CHASE 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+004936.994936.584936.424936.254936.094935.934935.774935.614935.454935.284935.124934.964934.804934.644934.484934.314934.154933.994933.924933.994934.19PVI 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 PROPOSED GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE PROPOSED GRADE EXISTING GRADE 2.20%-2.20%-0.65% 1.00%30" 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 GROUND @ ROAD CENTERLINE 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 GROUND @ ROAD FLOWLINE INLET C3 (SUMP) INV. IN=4928.61 (N) INV. OUT=4928.61 (S) 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 GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE INLET C2 (SUMP) INV. IN=4928.43 (N) INV. OUT=4928.43 (S) 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 98 R7 PLAN AND PROFILESTREET C63 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 STREET C 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 STREET C SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET C SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET C 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 (STREET B & I) STREET B 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%PVI 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 = 4940.95136.1' 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 4950.994949.614946.994944.294942.864941.864941.594950.794950.494950.104949.024948.354947.674946.314945.634944.954943.764943.384943.114942.614942.364942.114941.614941.444941.444941.844942.094942.34PROPOSED GRADE EXISTING GRADE END PROPOSED ROAD STA.=16+87.99 EL. = 4942.466 1.00% 1.00% 110.0' VC HP ELEV = 4942.58 HP STA = 17+05.53 PVI STA = 17+48.30 PVI ELEV = 4943.07BVCS: 16+93.30BVCE: 4942.52A.D. = 8.99 K = 12.23 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 GRADE @ ROAD FLOWLINE EXISTING GRADE @ ROAD FLOWLINE END PROPOSED CURB & GUTTER STA.=16+86.16 EL. = 4941.755 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 END PROPOSED CURB & GUTTER STA.=16+86.78 EL. = 4941.798 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 98MATCHLINESTA18+00R8 PLAN AND PROFILEGOLDEN WILLOW DRIVE64 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 GOLDEN WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE GOLDEN WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE GOLDEN WILLOW DRIVE 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 STREET B 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 4930.944923.334918.964936.944934.944932.944928.944926.944925.014921.924920.794919.874918.054917.154916.24FUTURE GRADE EXISTING GRADE -7 . 9 9 % -3.6 2 %PVI STA = 21+78.48PVI ELEV = 4916.12EVCS: 18+03.30EVCE: 4938.67100.0' VC PVI STA = 20+08.28 PVI ELEV = 4922.28 BVCS: 19+58.28BVCE: 4926.28EVCS: 20+58.28EVCE: 4920.47A.D. = 4.37 K = 22.88 -7 . 9 9 % -3.6 2 %PVI STA = 21+78.48PVI ELEV = 4916.12100.0' VC PVI STA = 20+08.28 PVI ELEV = 4922.28 BVCS: 19+58.28BVCE: 4926.28EVCS: 20+58.28EVCE: 4920.47A.D. = 4.37 K = 22.88 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 98MATCHLINESTA18+00R9 PLAN AND PROFILEGOLDEN WILLOW DRIVE65 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 GOLDEN WILLOW DRIVE 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 STREET G STA. = 10+00.00 (STREET G) STA. = 19+40.26 (STREET A) STA. = 14+31.00 (STREET G) STA. = 17+97.71 (STREET B & I) STREET B SEE SHEETS R5 - R6 ALLEY K SEE SHEET R15 STREET A SEE SHEETS R1 - R3 STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 58' ROW 30' FL-FL ROLL OVER CURB & GUTTER ROLL OVER 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 GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 14+21.00INV.= 4930.354930 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 GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE PROPOSED GRADE EXISTING GRADE 36" RCP STORMSTA.= 14+21.02INV.= 4930.254930 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 GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE 36" RCP STORMSTA.= 14+20.97INV.= 4930.44SheetTIMBER 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 98 R10 PLAN AND PROFILESTREET G66 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 STREET G 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 STREET G SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE STREET G SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE STREET G 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 (STREET A) STA. = 15+62.50 (WEEPING WILLOW DRIVE) STA. = 15+29.21 (STREET B & I) STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 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 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 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 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE SIGHT 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+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.= 4936.601.00% 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 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 GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE24" HDPE IRRIGATIONSTA.= 10+09.02INV.= 4936.5236" RCP STORMSTA.= 15+54.05INV.= 4931.664930 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+004946.114946.304946.474946.424946.164946.124945.984945.424944.734944.054943.474943.004942.534942.074941.604941.144940.674940.204939.744939.294938.934938.574938.264938.354938.334938.484938.634938.85-1.42% 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 GROUND @ ROAD FLOWLINE EXISTING GROUND @ ROAD FLOWLINE 36" RCP STORMSTA.= 15+54.55INV.= 4931.8124" HDPE IRRIGATIONSTA.= 10+09.49INV.= 4936.69SheetTIMBER 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 98MATCHLINESTA18+00R11 PLAN AND PROFILEWEEPING WILLOW DRIVE67 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 WEEPING WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE WEEPING WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE WEEPING WILLOW DRIVE 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 STREET B SEE SHEETS R5 - R6 STREET B 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 DRIVE68 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 WEEPING WILLOW DRIVE 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 98MATCHLINESTA16+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 (STREET A) STA. = 15+62.50 (RED WILLOW DRIVE) STA. = 21+81.71 (STREET B & I) STREET A SEE SHEETS R2 - ## STREET B SEE SHEETS R5 - R6 ALLEY L SEE SHEET R15 STREET B SEE SHEETS R5 - R6 STREET A SEE SHEETS R2 - ##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 5' SIDEWALK 10' SIDEWALK 5' SIDEWALK 10' SIDEWALK LOT 9TRACT B DESTOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT LOT 9 SIGHT DISTANCE SIGHT DISTANCE 5' ACCESS 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+004939.384939.634937.884938.764938.894936.894934.904934.224939.594939.404938.934938.404937.794937.764938.264939.174939.334939.234938.394937.894937.394936.404935.904935.404934.404934.044934.044934.524934.824935.12PROPOSED 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% 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% 2.20%-2.20% -2.20%-4.0 0 % 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.= 4927.994925 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% 2.20%-2.20% -2.20%2.20% 1.85% -0.45%-0.95%-1.45% -1.79% - 1 0 . 2 2% 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.= 4928.17SheetTIMBER 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 98MATCHLINESTA18+00R13 PLAN AND PROFILERED 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 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 RED WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) LEFT FLOWLINE RED WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE RED WILLOW DRIVE SCALE : 1" = 50' (H) 1" = 5' (V) DDST ST STSTST STREET B SEE SHEETS R5 - R6 63' ROW 36' FL-FL VERTICAL CURB & GUTTER RED WILLOW DRIVE EXISTING STORM DRAIN MANHOLE (TYPICAL) EXISTING STORM DRAIN (TYPICAL) STREET B SEE SHEETS R5 - R6 LOT 10 TRACT O DE 5' SIDEWALK 10' SIDEWALK LOT 9 PROPOSED TYPE 3 BARRICADE 5' 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 4934.844934.134933.194932.024930.624929.104927.574926.054924.534923.004921.484919.954918.434916.914915.384913.86PROPOSED 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 DRIVE70 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 RED WILLOW DRIVE 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 98MATCHLINESTA18+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 ALLEY L STREET I SEE SHEETS R5 - R6 STREET C SEE SHEET R7 RED WILLOW DRIVE SEE SHEETS R13 - R14 STREET B SEE SHEETS R5 - R6 STREET A 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 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 G G G G G G G GGGGGGGGGGGGGGGG G G G G G GGGGGGGGEEEEEEE EEEEEEEEEEEEEEEE VAULTEEVAULTEVAULTEEEEEESTREET B SEE SHEETS R5 - R6 STREET G SEE SHEET R10 STREET A SEE SHEETS R1 - R3 STREET A SEE SHEETS R1 - R3 STREET B SEE SHEETS R5 - R6 ALLEY K 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 98 R15 PLAN AND PROFILESALLEY K & ALLEY L71 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 ALLEY LALLEY K 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 2STREET I SEE SHEETS R5 - R6 ALLEY O SEE SHEET R17ALLEY M STREET C SEE SHEET R7 STREET A SEE SHEETS R2 - ## STREET A SEE SHEETS R2 - ## 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 8' UTILITY EASEMENT 8' UTILITY EASEMENT SIDEWALK CHASE & CURB CUT SIGHT DISTANCESIGHT DISTANCE SIGHT DISTANCE ∆∆ 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 = 17.21IRRFESALLEY N LINDEN PARKP.D.P., 1ST REPLATLOT 3LOT 2LINDEN PARKP.D.P., 1STREPLATLOT 1CORONA AVENUE SEE SHEET ## ALLEY P SEE SHEET R17 STREET C SEE SHEET R7 STREET A SEE SHEETS R2 - ##STREET C SEE SHEET R7 STREET A SEE SHEETS R2 - ## LOT 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 8' UTILITY EASEMENT 8' UTILITY EASEMENT LOT 4LOT 3SIGHT DISTANCE SIGHT DISTANCE ∆∆ 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 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 98 ALLEY N R16 PLAN AND PROFILEALLEY M & ALLEY N72 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 ALLEY M 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 ALLEY M SEE SHEET R16 STREET B SEE SHEETS R5 - R6 ALLEY N SEE SHEET R16 STREET C SEE SHEET R7 STREET I SEE SHEETS R5 - R6 ALLEY OALLEY PTRACT 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 STREET C 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 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 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=4927.45 (S) 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 98 R17 PLAN AND PROFILEALLEY O & ALLEY P73 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 ALLEY O & ALLEY P 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 STREET ATRACT 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' SIDWALKSTREET ATRACT 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 98 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 SIGNAGE AND STRIPING PLANS TIMBERLINE74 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.STREET B STREET C GOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET GRED WILLOW DRIVESTREET ICORONAAVENUEALLEY KALLEY LALLEY MALLEY NALLEY OSTREET B STREET ISTREET A STREET A 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 98 INT1 OVERALL INTERSECTION PLAN75 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%STREET BGOLDEN 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.STREET ESTREET B 40.27 STREET B LOT 1LOT 8 38.1638.1138.33 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 12.1%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%0.6% 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 DRIVESTREET B 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.STREET GSTREET B 0.7%0.6%LOT 12 LOT 1 LOT 2 36.87 36.80NORTH INTERSECTION DETAILA GOLDEN WILLOW DRIVE & STREET B INTERSECTION DETAILC STREET B & STREET E INTERSECTION DETAILD STREET G & STREET B INTERSECTION DETAILB WEEPING WILLOW DRIVE & STREET B ( 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 98 C B DA INT2 INTERSECTION DETAILS76 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 DRIVESTREET A0.4%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 TRANSSTREET A STREET G1.3% 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.STREET BRED 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.STREET ISTREET C 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 & STREET B INTERSECTION DETAILF STREET G & STREET A INTERSECTION DETAILG WEEPING WILLOW DRIVE & STREET A ( IN FEET ) 0 Click on the visibility grip and select the scale. / / / / / / / / 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 98 E G H F INTERSECTION DETAILH STREET C & STREET I INT3 INTERSECTION DETAILS77 ? ? ? 3 7 . 1 937.2336. 8 3 37.0537.51 37. 4 5 37. 2 936.873 7 . 0 3 3 7 . 0 9 37.6437. 8 6 3 8 . 1 7 38.3138.12 38.6238.7538.39???3 7 . 8 02.2%2.2%2.2%2.2%1.9%1.9%2.2%??? ??? STREET A 37.8637.3937.6137.3938.723 8 . 1 0 0.6%0.6%0.6% 0.6%0.6%0.8% 0.7% 1.1 %1.0% 3.5%3.4%2.1% 2.1% 1.3 % 2.2%1.0%3.4%3.4%LOT 16 LOT 1239.373 9 . 3 639.7939.133 9 . 6 5 39.5639.953 9 . 5 939.543 9 . 8 5 4 0 . 0 1 40.434 0 . 0 0 4 0 . 1 139.6939.810.5%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%39.683 9 . 6 1 40.3440.484 0 . 5 5 40.714 1 . 0 6 41.1041.004 0 . 9 7 4 0 . 3 1 40.344 0 . 3 3 40.3640.924 0 . 8 840.9841.0239.19 39.1639.8239.8639.9940.2438.6938.723 9 . 5 6 3 8 . 9 7 3 9 . 2 9 3 9 . 2 139.373 9 . 5 3 2.2%2.0% 1.5% 0.5%0.8%1.3%1.6%1.8%75' CROWN TRANS.STREET A STREET I0.9%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 . 3 440.7640.5541.0540.9940.1140.0640.024 1 . 0 1 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%2.5%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 40.2840.1940.4940.6440. 5 1 40. 6 4 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%STREET A ALLEY NCORONAAVENUE1.4%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 4 37.2637.6837.273 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 2.0%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 38.2538.0337.73 37.8037.3037.26 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 DRIVESTREET A LOT 9 LOT 1LOT 10 LOT 1037.743 7 . 6 1 NORTH INTERSECTION DETAILI STREET I & STREET A INTERSECTION DETAILJ STREET A & SOUTH TIMBERLINE ( IN FEET ) 0 Click on the visibility grip and select the scale. / / / / / / / / 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 98 INTERSECTION DETAILL CORONA AVENUE & STREET A JK I L INTERSECTION DETAILK RED WILLOW DRIVE & STREET A INT4 INTERSECTION DETAILS78 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% STREET B ALLEY L0.9%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 . 9 738.3139.37ALLEY LSTREET A 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% STREET A ALLEY K1.3%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 . 1 336.1435.9836.0536.4736.0736.3836.31ALLEY KSTREET B 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 STREET A & ALLEY K INTERSECTION DETAILN STREET A & ALLEY L INTERSECTION DETAILO STREET B & ALLEY L ( 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 98 INTERSECTION DETAILP STREET B & ALLEY K N O M INT5 ALLEY INTERSECTION DETAILS79 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 34.5934.7234.8735.1134.76STREET C ALLEY PALLEY N0.6%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% STREET C ALLEY MALLEY O3 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 . 8 840.9841.02STREET A ALLEY M0.8% 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 STREET C AND ALLEY O AND ALLEY M INTERSECTION DETAILR STREET C & ALLEY P & ALLEY N ( 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 98 INTERSECTION DETAILS STREET A AND ALLEY M Q R S INT6 ALLEY INTERSECTION DETAILS80 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 DRIVESTREET EWEEPING WILLOW DRIVESTREET GALLEY KSTREET B STREET A 9A 1 9A9A 9A 9A 9A9A 9A 9A 19C 9A 9A 9A 9A 9A 9B 9A 9A 9A 9A 4 44 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 98 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 PLAN81MATCHLINE 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 STREET CSTREET ICORONAAVENUEALLEY LALLEY MALLEY NALLEY OALLEY PSTREET A RED WILLOW DRIVE44 1 1 11 1 1 9A9A 9A 9A 9A 9A 9A 9A 9A 4 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 98 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 PLAN82MATCHLINE 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 98 D1 GRADING DETAILS83 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 98 D2 UTILITY DETAILS84 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 DETAILS85 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 98 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 98 D4 DRAINAGE DETAILS86 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 98 D5 DRAINAGE DETAILS87 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 REV B7004-110-007DWG NO.1 OF 1SHEET1:16SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 10-28-03DATE 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. 10-28-03 CJA 4" - 24" INLET PIPE 3 OUTLET WEIR 18" - 30" DRAIN BASIN BODY 18" - 30" FRAME & SOLID COVER 1 2 6" - 24" OUTLET PIPE TO HEADER / MANIFOLD 12" - 24" OUTLET PIPE TO ISOLATOR ROW INLET PIPE 3 1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER 2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER 3 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET OUTLET PIPE OPEN AREA SIDE SECTION VIEW TOP VIEW W/ FRAME & COVER REMOVED 4929.81ELEV NYLOPLAST BASIN w/ 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 98 D6 DRAINAGE DETAILS88I:\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 D2 5' Type-R Per Detail Inlet D3 5' Type-R Per Detail Inlet D4 Area Inlet 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 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 98 D7 DRAINAGE DETAILS89 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 98 D8 SITE DETAILS90 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 98 D9 SITE DETAILS91 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 98 D10 SITE DETAILS92 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 98 D11 IRRIGATION DETAILS93 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 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF 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 MU RS VTC RP OP IP IP IP IP IPIP IPIPIPIPIPIPIP IPIP IP RP RP IP RP W1 W1 OP RP W1 W1 SF SF SFSF SF W1W1 W1 IP IP IP IP RS RS RS RS RS MU MUWEEPING WILLOWDRIVECORONAAVEGOLDENWILLOW DRIVERED WILLOWDRIVEFALCON RIDGE DRIVE FOSSIL CREEK CIRCLEFOSSIL CREEK PARKWAY FOSSIL CREEK CIRCLEFALCON RIDGE DRIVE FOSSIL CREEK PARKWAY TIMBERLINE ROADSTREET CGOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET GSTREET ICORONAAVENUEALLEY KALLEY LALLEY MALLEY NALLEY OALLEY PSTREET B STREET A STREET A RED WILLOW DRIVESheetTIMBER 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 98 NORTH ( IN FEET ) 0 1 INCH = 100 FEET 100 100 200 300 EC1 EROSION CONTROL PLAN94 KEYMAP PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY RIPRAP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE 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 RP BOP SEEDING AND MULCHING MU 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 98 EC2 EROSION CONTROL NOTES95 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 98 EC3 EROSION CONTROL DETAILS96 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 98 EC4 EROSION CONTROL DETAILS97 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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torm Line Pipe Diameter (ft) Ordinary Riprap Type Length of Riprap (ft) Width of Riprap (ft) 2*d50, Depth of Riprap (ft) Storm Sewer A 3.50 Type L 30.00 14.00 1.5 Storm Sewer C 3.00 Type L 24.00 12.00 1.5 Storm Sewer D 2.00 Type L 6.00 8.00 1.5 Storm Sewer E 1.25 Type L 3.75 5.00 1.5 Storm Sewer F 1.25 Type L 3.75 5.00 1.5 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 STREET A STREET ASTREET A STREET B STREET B STREET B STREET IALLEY MALLEY NALLEY OALLEY PGOLDEN WILLOW DRIVESTREET CSTREET EWEEPING WILLOW DRIVESTREET GALLEY KRED WILLOW DRIVEALLEY LCORONA 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 D2 INLET D3 INLET A4-6NINLET A4-5N INLET A4-4N INLET A4-3N STORM SEWER E INLET E2 STORM SEWER D STORM SEWER F UNDERGROUND CHAMBERS 2.29 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 STORM SEWER A6 STORM SEWER A5 INLET F2 INLET F3 INLET F4 INLET F5 INLET D4 34.10SheetTIMBER 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 98 NORTH ( IN FEET ) 0 1 INCH = 100 FEET 100 100 200 300 DR1 DRAINAGE PLAN98 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 PRELIMINARY DRAINAGE REPORT FOR TIMBER LARK, DATED DECEMBER 15, 2021 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