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HomeMy WebLinkAboutTIMBER LARK SINGLE-FAMILY DEVELOPMENT - PDP210015 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSOriginal Field Survery: Northern Engineering Project No. 698-004 Date: June 5, 2019 DECEMBER, 2021 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH PROJECT BENCHMARKS: TIMBER LARK RESIDENTIAL PROJECT TEAM: Ripley Design Katy Thompson, PLA, ULI 419 Canyon Avenue Suite 200 Fort Collins, Colorado 80521 (970) 498 -2665 AADT Land Holdings, LLC Alex Aigner 13005 Lowell Boulevard Broomfield, CO 80020 PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER SHEET INDEX A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO FIELD SURVEY BY: SITE SURVEYOR 1 CS1 COVER SHEET 2 CS2 GENERAL & CONSTRUCTION NOTES 3 CS3 TYPICAL STREET SECTIONS 4 EX1 EXISTING CONDITIONS AND DEMOLITION PLAN UTILITY SHEETS 5 OU1 OVERALL UTILITY PLAN 6 - 8 UT1 - UT3 UTILITY PLAN GRADING SHEETS 9 OGR1 OVERALL GRADING PLAN 10 - 12 GR1 - GR3 GRADING PLAN ROADWAY SHEETS 13 R1 STREET E & A PLAN AND PROFILE 14 - 15 R2 - R3 STREET A PLAN AND PROFILE 16 R4 STREET A & CORONA AVENUE PLAN AND PROFILE 17 R5 STREET B PLAN AND PROFILE 18 R6 STREET B & I PLAN AND PROFILE 19 R7 STREET C PLAN AND PROFILE 20 - 21 R8 - R9 GOLDEN WILLOW DRIVE PLAN AND PROFILE 22 R10 STREET G PLAN AND PROFILE 23 - 24 R11 - R12 WEEPING WILLOW DRIVE PLAN AND PROFILE 25 - 26 R13 - R14 RED WILLOW DRIVE PLAN AND PROFILE 27 R15 ALLEY K & L PLAN AND PROFILES 28 R16 ALLEY M & N PLAN AND PROFILE 29 R17 ALLEY O & P PLAN AND PROFILE 30 R18 S TIMBERLINE ROAD PLAN AND PROFILE 31 R19 S TIMBERLINE STRIPING PLAN DRAINAGE SHEETS 32 DR1 DRAINAGE PLAN PRELIMINARY 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 areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 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 CS1 COVER SHEET1 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 SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 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 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 operations staff prior to construction. 3.Contractor shall notify district inspectors prior to starting work. 4.Contractor shall contact the sanitation district for sewer inspection 48 hours prior to connecting to existing sewer stubs. 5.All commercial domestic services require a reduced pressure backflow prevention device. 6.All water lines shall be a minimum of (5) five feet and a maximum of (6) feet below final grade. 7.All district shall only be operated by district operations staff. 8.Pipe Pressure and vacuum testing shall be witnessed by district inspectors. Waterline bacteria tests shall also be taken by district inspectors. 9.Once the system is operational and all tests have passed, contractor shall request substantial completion with a letter to the district that includes the dollar value of the water and sewer improvements listed separately. 10.As-builts shall be submitted in pdf and dwg to the district for final approval. 11.If groundwater is encountered within the depth of sewer construction, manholes must be water-proofed. 12.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 work. Before commencing new construction , the contractor shall be responsible for locating all underground utilities and shall be responsible for all unknown underground utilities. 13.All water fittings and valves are only graphically represented and are not to scale. 14.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 CS2 CONSTRUCTION NOTESGENERAL &2 TYPICAL SECTIONS SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 CS3 TYPICAL STREET SECTIONS3 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 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 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 BE REMOVED AND REPLACED LOT 74 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64 SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 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 ( IN FEET ) 0 1 INCH = 100 FEET 100 100 200 300 EX1 & DEMOLITION PLANEXISTING CONDITIONS4 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 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 STEEEGGGWWSSSSSS2WSSSSSS2WSS S S S S S S S S S S WWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSW IRR IRR IRRIRRIRR IRRIRRUDWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S SS W W 2W2WSWWSSSSSS2WSSSSSS2WS2W2WS2WW2W2W2WSSSSSSWSS2WW2W2W2WSSSSSSWSSSSSSSWSWSSWWWWWWWWWWWWWWWWWWW SSSSS2W2W2W2WEEEEG G G G G GEEEEEEEEGGGGGGGG E E E E G G G G E E E E E G G G G G E E E E E G G G G G GGGGG GGGGGGGGGGGGEEE E EEEG G GGGGGGGGEEEEE EEEEEEE EEEEEGGGG GGGGEEEEEEEE G GGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEGGGGGGE E E E GGGGG G G G G E E E E E 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&EAE TRACT T DE TRACT Q OPEN SPACE TRACT E DAE TRACT N UDA&EAE TRACT D DETRACT C DETRACT B DE TRACT P 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 20 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) SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 OU1 OVERALL UTILITY PLAN5 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 WATER SERVICES SHALL BE 3/4" TYPE K COPPER. 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 GOLDENWILLOW DRIVEWWWWWWWWWWWWSSSSSSSSSSSSS S IRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S SSW WSWSWWWEE E E EGGGG G EEEEEEEEEE E EEEEGGGGGGGGGGG GGGEEEEEEEEEEEEEEEEEEEEEE E E E G G G G GGGGGGGGGGGGGGGGGGGGEG GEGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEE EEEEEEEEEEEEEEEEEEG G EEEEEEE EEGGEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGEEE E E E E E E E E E E EEGGGGGGGGGGGGGGGGEGGGGG G G EEE E EGOLDEN WILLOW DRIVEWEEPINGWILLOW DRIVEFO HY DHY D LID EE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 A4-2 SSMH A4-1 SSMH A2-2 SSMH A3-1 SSMH A6 SSMH A5-1 SSMH A5 SSMH A4 SSMH A3 8" SANITARY STUB 8" 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 TRACT P DELOT 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 STORM DRAIN A 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 IRRIGATION INLET PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED IRRIGATION OUTLET OWNER: JACQUELYN & LANE HANSON 1630 E TRILBY RD OWNER: MATTHEW ALLDREDGE 1702 E TRILBY RD344' LF RETAINING WALL342' LF RETAINING WALL114' LF RETAINING WALL8' 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 SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 UT1 UTILITY PLAN6 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 WATER SERVICES SHALL BE 3/4" TYPE K COPPER. 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 EEEEEEEEEEGGGGGGGGWWSSSSSS2WSSSSSS2WSWWWWWWWWWWSSSSSSSSSSSSSSSSSSS S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSW IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUD2W2WS2WW2W2W2WSSSSSSWSSSSSSSWSWSWWWWWWWWWWWWWWWWWW SSS2W2WEEEEEE EEEEEEEGGG G GG GGGG G G EEEEEEEEE E E E GGGGGGGG G GEEEEEEEEEEE EGGGGGGGGGGG G E E E E E E E E E E E E E EEG G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G EEEEEEEEEEEE E E EEEEEEEEEEG G G G G G GGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEE E E E E EEEEEEEEEGGGGE GGEE E E EEEEEEEEEEEG G G GGGGGGGGGGGEG G GGE GGE G G G G G G G G G G G G G GGE E E E E E E E E E E E EEGGHY DC EC 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 5 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&EAE LOT 1 LOT 2LOT 10LOT 7LOT 6LOT 5LOT 4LOT 3 LOT 8LOT 2 LOT 7LOT 4LOT 3TRACT P DE LOT 5 LOT 6 LOT 10LOT 2 LOT 8 STORM DRAIN A STORM DRAIN A STORM DRAIN A 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 STORM DRAIN B 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 SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 UT2 UTILITY PLAN7 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 WATER SERVICES SHALL BE 3/4" TYPE K COPPER. 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 WWSSSSSS2WSSSSSS2WSGES S S S S S S S S S S WWWWWWWWWWWWWWWWWSSSSS IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRRS W 2W2WSWWSSSSSS2WSSSSSS2WS2W2WS2WW2W2W2WSSSSSSWSS2WW2W2W2WSSSSSSWSSSSSS2W2W2W2WEEEEEEEG G G G G G G G G GEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGEEEE E E E E E E E E E EGGGGGGGGGGGGG E E E E E EEG G G G G GGGGGGGGGGGGGG G G GGGGGGGGGGGGGGEGGCORONAAVEELEC 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) 8" SANITARY STUB 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 4 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 D BLOCK 16 BLOCK 17 BLOCK 18 BLOCK 21 BLOCK 20 BLOCK 22 BLOCK 4 REPLACE CONCRETE IRRIGATION STRUCTURE WITH PROPOSED INLET 30' FL-FL 36' FL-FL LOT 4 LOT 3 LOT 2 LINDEN PARK P.D.P., 1ST REPLAT LOT 1LOT 74 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64 EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED IRRIGATION OUTLET OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RD OWNER: BARBARA KEEN LIVING TRUST 6417 S TIMBERLINE RD PROPOSED GAS LINE (TYPICAL) PROPOSED ELECTRICAL LINE (TYPICAL) 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 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 areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 UT3 UTILITY PLAN8 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 WATER SERVICES SHALL BE 3/4" TYPE K COPPER. 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 CORONAAVEIRR IRR IRRIRRIRR IRRIRRUDGOLDEN 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&EAE 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 WAYRETAINING WALL RETAINING WALL 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 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 DE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 OGR1OVERALL GRADING PLAN9 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 IRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR59' ROW 58' ROW 59' ROW 59' ROW59' ROW 59' ROW 58' ROW WEEPINGWILLOW DRIVEGOLDENWILLOW DRIVEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUU.P.R.R. RIGHT OF WAY6' CONCRETE PAN (TYPICAL)344' LF RETAINING WALL342' LF RETAINING WALL114' LF RETAINING WALL8' SIDEWALK8' SIDEWALK8' SIDEWALK 58' ROW6.9%2.3%3.4% 3. 0% 3.1% 3.0% PROPOSED CONCRETE CHANNEL TO TIE INTO EXISTING IRRIGATION STRUCTURE PROPOSED CONCRETE CHANNEL (6" CURB) PROPOSED CURB CUT AND SIDEWALK CHASE 15' DRAINAGE EASEMENT 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 RD STREET BGOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET B STREET A LOT 1 LOT 1 LOT 1 TRACT Q OPEN SPACE TRACT E DAE LOT 1LOT 4 LOT 2 LOT 31LOT 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 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 4 LOT 4 BLOCK 9 BLOCK 10 BLOCK 7 BLOCK 6 BLOCK 5 LOT 19LOT 18LOT 17LOT 16 LOT 14 LOT 15 LOT 2 LOT 13 LOT 1 LOT 5LOT 12 INLET A8 STMH A7 INLET A6-1A STMH A6 INLET A6-1B IR INLET A7 IRMH A6 IRMH A5 IRMH A4 IR OUTLET A1 24" IRRIGATION5.0%IRMH A2 IRMH A324" IRRIGATION15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 KEYMAP NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 GR1 GRADING PLAN10 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 RED WILLOWDRIVEIRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUD63' ROW 57' ROW 63' ROW 58' ROW 20' EOC-EOC 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' SIDEWALK5' SIDEWALKDETENTION POND 2' CONCRETE PAN (TYPICAL)26.1%24.6%24.2%25.1%22.2%6.2%21.1%23.3%25.3%26.7%4.0% 3.2 % 1.6% 3. 0 %1.1%3. 4 %3.5% 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 PROPOSED UNDERDRAIN 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 2' CONCRETE PAN (TYPICAL)23.5%OWNER: RIC & CHERYL LEWIS 1790 E TRILBY RD OWNER: RIC & CHERYL LEWIS 1854 E TRILBY RD OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RDSTREET GSTREET IALLEY KALLEY LALLEY MALLEY OSTREET B STREET B STREET ISTREET A RED WILLOW DRIVELOT 6 LOT 7 TRACT H UDA&EAE LOT 1 TRACT O DE LOT 3 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 5 LOT 4 LOT 2LOT 10LOT 7LOT 6LOT 5LOT 4LOT 3 LOT 8LOT 2 LOT 7LOT 4LOT 3LOT 31 LOT 5 LOT 6 LOT 10LOT 2 LOT 8 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 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 R DE TRACT I UDA&EAE TRACT S 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 C DE TRACT B DELOT 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 14 BLOCK 15 BLOCK 16 BLOCK 8 BLOCK 19 BLOCK 20 BLOCK 2 BLOCK 3 TRACT P DE INLET A4-8N INLET A4-9N INLET A4-7N INLET A4-10N STMH A5 STMH A4 INLET A3-1 STMH A3 INLET A2 FES A1 CONNECTION A4-6N STMH B2 FES B1 IRMH A6 IRMH A5 IRMH A4 IR OUTLET A1 INLET A4-1S INLET A4-1N24" IRRIGATIONIRMH A2 IRMH A3 LOT 1 24" IRRIGATION15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 20' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 30' TRACT 20' TRACT 30' TRACT 30' TRACT 20' TBC-EOC 20' TBC-EOC 20' TBC-EOC 20' TBC-EOC SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 KEYMAP NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 GR2 GRADING PLAN11 GR1 GR2 GR3 LEGEND: ST 1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE REQUIREMENTS. 2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LODLIMITS OF DEVELOPMENT PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES MATCHLINE SEE SHEET GR1MATCHLINE SEE SHEET GR3CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRR59' ROW 20' EOC-EOC 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)22.2%22.2%21.3%24.8%23.5%19.2% 19.0% 12.5% 25.3%18.0%21.4%15.9%14.6%15.3%17.6%26.7%22.2%15 . 0 %2.3%PROPOSED 2' CURB CUT & SIDEWALK CHASE PROPOSED 2' CURB CUT & SIDEWALK CHASE PROPOSED IRRIGATION LINE 21.7%23.0%REPLACE CONCRETE IRRIGATION STRUCTURE WITH PROPOSED INLET PROPOSED IRRIGATION CHANNEL9.4%9.3%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 16.0%4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK2.7%OWNER: SUSAN LEVINE REVOCABLE TRUST 1900 E TRILBY RD OWNER: BARBARA KEEN LIVING TRUST 6417 S TIMBERLINE RD STREET C CORONA AVENUEALLEY MALLEY NALLEY OALLEY PSTREET A LOT 6 TRACT T DE TRACT N UDA&EAE TRACT M AE TRACT O DE LOT 3 LOT 5 LOT 3 LOT 1 LOT 2 LOT 5 LOT 4 LOT 1 LOT 2 LOT 1 LOT 2 LOT 5 LOT 4 LOT 13LOT 12 LOT 14 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 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 OUTLET C4 FES C1 INLET D4 FES D1 IR INLET B4 IRMH B3 IR OUTLET B1 IRMH B2 FES G2 FES G1STORM DRAIN FES H2 FES H1 STORM DRAIN FES F1 STORM DRAIN FES F2 INLET D2 INLET D3 STORM DRAIN STORM DRAIN INLET C2 INLET C3 24" IRRIGATION 24" IRRIGATIONFUTURE CURB & GUTTER LOT 4 LOT 3 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT 15' IRRIGATION EASEMENT BY SEPARATE DOCUMENT TIE TO EXISTING IRRIGATION CHANNEL 30' TRACT 30' TRACT 30' TRACT30' TRACT 20' TBC-EOC20' TBC-EOC 20' TBC-EOC 20' TBC-EOC SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 KEYMAP NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 GR3 GRADING PLAN12 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 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 B SEE SHEET R5 - R6 ∆ STREET E STREET ALOT 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 6LOT 1 LOT 4 TRACT ABLOCK 1 BLOCK 9BLOCK 730' FL - FL 59' ROW SEE THIS SHEET FOR EYEBROW PLAN & PROFILEROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER STOP SIGN w/ STREET NAME STORM DRAIN A PROPOSED CURB CUT & SIDEWALK CHASE 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE SIGHT DISTANCE 4925 4930 4935 4940 4945 4950 4955 4960 4965 4925 4930 4935 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 14+00 14+504937.444937.284937.774938.274938.764939.264939.754940.254940.744941.244941.734942.234942.734943.224943.724944.214944.714945.214945.712.20% -2.20%-2.20% 2.20% 2.00% 1.98%PVI STA = 9+86.17PVI ELEV = 4937.14PVI STA = 10+00.00PVI ELEV = 4937.44PVI STA = 10+13.00PVI ELEV = 4937.16PVI STA = 10+16.00PVI ELEV = 4937.09PVI STA = 10+19.83PVI ELEV = 4937.18PVI STA = 14+00.00PVI ELEV = 4944.71 STORM DRAIN STA.=10+10.00 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE STREET E SEE THIS SHEET ∆ ∆ ∆ STREET A SEE SHEET R1 - R4 BLOCK 1 LOT 11 LOT 4 LOT 6 LOT 12 TRACT ALOT 18 LOT 17 LOT 16 LOT 14 LOT 15 LOT 13 LOT 5 BLOCK 1 BLOCK 9 BLOCK 1PROPOSED CURB CUT & SIDEWALK CHASE 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 12+504948.484948.634948.994949.824951.184952.474953.244953.434953.342.00% 2.00% 2.40% 1.60% 1.20%PVI STA = 10+00.00PVI ELEV = 4942.77PVI STA = 10+25.00PVI ELEV = 4943.27PVI STA = 10+50.00PVI ELEV = 4943.67PVI STA = 11+87.26PVI ELEV = 4945.79PVI STA = 12+12.26PVI ELEV = 4946.2950.0' VC PVI STA = 11+48.12 PVI ELEV = 4944.85 BCVS: 11+23.12BVCE: 4944.55ECVS: 11+73.12EVCE: 4945.45A.D. = 1.20 K = 41.72 PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ EYEBROW FLOWLINE EXISTING GRADE @ EYEBROW FLOWLINE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 MATCH LINE STA 14+50 STREET E & STREET A R1 PLAN AND PROFILESTREET E & STREET A13 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEETR214+50KEYMAP 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 R2 R3 R4 R1 STREET E & STREET A EYEBROW PROFILE SCALE: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R WEEPINGWILLOW DRIVEIRR IRR IRR IRRIRRIRRSTREET A STA. = 20+72.76 (STREET A) STA. = 10+00.00 (ALLEY K) LOT 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 LINDEN PARK P.D.P., 1ST REPLAT LOT 7 LOT 6 BLOCK 2 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) ALLEY K SEE SHEET R15 STREET G SEE SHEET R10 WEEPING WILLOW DRIVE SEE SHEETS R11 - R12 5' SIDEWALK 5' SIDEWALK LOT 1 LOT 7LOT 6LOT 5LOT 4LOT 3 LOT 8LOT 2 LOT 9 LOT 10 LOT 2 LOT 6 LOT 7LOT 7 TRACT G DAE TRACT B DE BLOCK 10BLOCK 9 BLOCK 12BLOCK 11 LOT 6 LOT 19LOT 18 LOT 17 5' SIDEWALK 58' ROW 30' FL - FL 87.4° 92.6° 58' ROW30' FL - FL 58' ROW ROLL OVER CURB & GUTTER VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER ROLL OVER CURB & GUTTER 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE4925 4930 4935 4940 4945 4950 4955 4960 4965 4925 4930 4935 4940 4945 4950 4955 4960 4965 14+50 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+004945.714946.214946.714947.154947.434947.534947.474947.244946.934946.624946.304945.994945.684945.374945.054944.744944.434944.124943.804943.494943.184942.874942.554942.244941.904941.494941.084940.674940.274939.864939.482.00% -1.25% -1.63%PVI STA = 20+42.17PVI ELEV = 4942.03120.0' VC HP ELEV = 4947.54 HP STA = 15+78.41 PVI STA = 15+64.57 PVI ELEV = 4948.00 BVCS: 15+04.57BVCE: 4946.80EVCS: 16+24.57EVCE: 4947.25A.D. = 3.25 K = 36.92 BCVS: 21+83.56BVCE: 4939.72PROPOSED GROUND EXISTING GROUND PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32MATCHLINESTA22+00STREET A R2 PLAN AND PROFILESTREET A14 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEETR322+00STAMATCH LINESEE SHEET14+50R1KEYMAP 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 R2 R3 R4 R1 MATCHLINESTA14+50CALL 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 RED WILLOWDRIVEIRR IRR D F E SSTSTSTSTSTSTLINDEN PARK P.D.P., 1ST REPLAT 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 4 LOT 5LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 6LOT 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+57.12 (STREET B & I) STA. = 27+14.51 (STREET A) STA. = 21+72.00 (ALLEY M) STA. = 29+21.76 (STREET A) STA. = 11+31.50 (CORONA AVENUE) STA. = 11+31.50 (ALLEY N) CORONA AVENUE SEE SHEET R4 ALLEY M SEE SHEET R16 STREET I SEE SHEETS R5 - R6 ALLEY N SEE SHEET R16 RED WILLOW DRIVE SEE SHEETS R13 - R14 ALLEY L SEE SHEET R15 CORONA AVE5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK TRACT L DE TRACT H UDA&EAE LOT 1 LOT 3LOT 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 1630' FL - FL 58' ROW 30' FL - FL 58' ROW 58' ROW30' FL - FL VERTICAL CURB & GUTTER ROLL OVER CURB & GUTTER VERTICAL CURB & GUTTER ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT EXISTING 30" STORM DRAIN 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+504939.484939.214939.054939.024939.114939.274939.434939.604939.764939.924940.094940.254940.414940.584940.744940.904941.074941.234941.394941.564941.724941.884942.054942.214942.354942.414942.374942.234942.024941.814941.594941.314940.944940.514940.054939.594939.144938.684938.230.65% -0.85%-0.85% -1.82%PVI STA = 29+21.76PVI ELEV = 4941.84100.0' VC HP ELEV = 4942.41 HP STA = 28+26.73 PVI STA = 28+33.38 PVI ELEV = 4942.59 BVCS: 27+83.38BVCE: 4942.27EVCS: 28+83.38EVCE: 4942.17A.D. = 1.51 K = 66.34 75.0' VC PVI STA = 29+78.46 PVI ELEV = 4941.35 BVCS: 29+40.96BVCE: 4941.67EVCS: 30+15.96EVCE: 4940.67A.D. = 0.97 K = 77.35 120.0' VC LP ELEV = 4939.02 LP STA = 22+69.26 PVI STA = 22+43.56 PVI ELEV = 4938.74 ECVS: 23+03.56EVCE: 4939.13A.D. = 2.29 K = 52.49 PROPOSED GROUND EXISTING GROUND EXISTING 30" RCP STORM DRAIN STA.=23+32.80 INV.=4925.46 STORM DRAIN STA.=22+77.90 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32MATCHLINESTA22+00R3 PLAN AND PROFILESTREET A15 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEETR431+50STAMATCH LINESEE SHEET22+00R2KEYMAP 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 A MATCHLINESTA31+50R2 R3 R4 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 R IRR IRR IRR IRRIRRIRRIRRXSTREET A 58' ROW TRACT D DE 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 30' FL - FL 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT15' UTILITYEASEMENT24" IRRIGATION LATERAL STOP SIGN w/ STREET NAMES FUTURE CURB & GUTTER 4925 4930 4935 4940 4945 4950 4955 4960 4965 4925 4930 4935 4940 4945 4950 4955 4960 4965 31+50 32+00 33+00 34+00 35+00 36+004938.234937.774937.314936.924936.684936.594936.654936.804936.954937.104937.254937.404937.554937.704937.854938.35-1.82% 0.60% 2.00%PVI STA = 35+00.00PVI ELEV = 4937.85PVI STA = 35+26.88PVI ELEV = 4938.38100.0' VC LP ELEV = 4936.59 LP STA = 32+77.58 PVI STA = 32+52.33 PVI ELEV = 4936.36 BCVS: 32+02.33BVCE: 4937.27ECVS: 33+02.33EVCE: 4936.66A.D. = 2.42 K = 41.26 PROPOSED GROUND EXISTING GROUND 24" IRRIGATION STA.=32+63.55 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE RCP STORM DRAIN STA.=32+78.41 INV.=4933.27 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+004945.154944.614943.894942.984941.984941.684941.354940.534939.70PROPOSED GROUND EXISTING GROUND -2.20% -1.77% -4.0 0 % -2.20% 2.20% -3.30 %PVI STA = 9+78.12PVI ELEV = 4945.54PVI STA = 11+44.50PVI ELEV = 4941.54PVI STA = 11+11.67PVI ELEV = 4941.52PVI STA = 11+14.67PVI ELEV = 4941.45PVI STA = 11+31.50PVI ELEV = 4941.8275.0' VC PVI STA = 10+37.50 PVI ELEV = 4944.48 BVCS: 10+00BVCE: 4945.15EVCS: 10+75EVCE: 4942.98A.D. = 2.23 K = 33.63 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINEIRRFESCORONA AVENUE ALLEY N SEE SHEET R16 STREET A SEE SHEETS R1 - R4 STREET A SEE SHEETS R1 - R4LINDEN 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 1STA. = 11+31.50 (CORONA AVENUE) STA. = 29+21.76 (STREET A) STA. = 11+31.50 (ALLEY N)LOT 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 CONNECT TO EXISTING PAVEMENT 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 SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32MATCHLINESTA31+50STREET A R4 PLAN AND PROFILESTREET A & CORONA AVENUE16 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEET31+50R3KEYMAP 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 PROFILE SCALE: NORTH CORONA AVENUEFALCON RIDGE DRIVER3 R4 R4 R2 R3 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 R IRRIRRIRRIRRUDUDUDDSTSTSTSTSTST 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+31.00 (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 - R4 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 4 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 3TRACT P DE LOT 5 LOT 6 LOT 10LOT 2 LOT 8LOT 8LOT 5LOT 1 LOT 3 LOT 6LOT 2 LOT 7 LOT 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 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+004941.834940.164938.504936.834935.164934.224934.674933.864933.364932.864932.364932.084941.424941.004940.584939.754939.334938.914938.084937.664937.254936.414936.004935.584934.754934.364934.184934.454934.674934.764934.444934.214934.024933.744933.614933.494933.244933.114932.994932.744932.614932.494932.244932.114932.034932.264932.524932.78PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 2.20% 1.04% -1.00% -0.50% 1.00% -1.67%PVI STA = 9+86.17PVI ELEV = 4941.53PVI STA = 10+00.00PVI ELEV = 4941.8375.0' VC HP ELEV = 4934.76 HP STA = 15+74.92 PVI STA = 15+74.93 PVI ELEV = 4934.95 BVCS: 15+37.43BVCE: 4934.57EVCS: 16+12.43EVCE: 4934.57A.D. = 2.00 K = 37.51 75.0' VC LP ELEV = 4934.17 LP STA = 14+83.16 PVI STA = 14+73.77 PVI ELEV = 4933.93 BCVS: 14+36.27BVCE: 4934.56ECVS: 15+11.27EVCE: 4934.31A.D. = 2.67 K = 28.13 75.0' VC PVI STA = 16+66.29 PVI ELEV = 4934.03 BCVS: 16+28.79BVCE: 4934.41ECVS: 17+03.79EVCE: 4933.84A.D. = 0.50 K = 150.00 75.0' VC LP ELEV = 4932.03 LP STA = 20+78.21 PVI STA = 20+91.40 PVI ELEV = 4931.91 BCVS: 20+53.90BVCE: 4932.09ECVS: 21+28.90EVCE: 4932.30A.D. = 1.54 K = 48.62 PROPOSED GROUND EXISTING GROUND EXISTING 30" RCP STORM DRAIN STA.=21+89.58 INV.=4923.33 STORM DRAIN STA.=14+83.16 STORM DRAIN STA.=20+79.25 SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32MATCHLINESTA22+00R5 PLAN AND PROFILESTREET B17 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEETR622+00KEYMAP 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 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 DSTSTSTSTSTSTSTSTSTSTSTSTSTSTREET ISTREET BSTA. = 25+99.12 (STREET B & I) STA. = 10+00.00 (STREET C) STA. = 28+57.12 (STREET B & I) STA. = 25+83.26 (STREET A) STREET A SEE SHEETS R1 - R4 STREET C SEE SHEET R7 STA. = 23+11.21 (STREET B & I) STA. = 14+31.00 (ALLEY L) ∆ RED WILLOW DRIVE SEE SHEETS R13 - R14 63' ROW 57' ROW 30' FL-FL VERTICAL CURB & GUTTER 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&EAE 5' SIDEWALK 5' SIDEWALK 36' FL - FL STOP SIGN w/ STREET NAMES 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED CURB CUT & SIDEWALK CHASE ALLEY L SEE SHEET R15 SIGHT DISTANCE SIGHT DISTANCE 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+504933.044933.224933.254933.154932.974932.814932.804932.964933.304933.774934.254934.724935.204935.684936.154936.634937.024937.394937.774938.144938.524938.894939.274939.644940.024940.394940.81PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 2.20%-2.20% -0.69% 1.90% 1.50%PVI STA = 28+57.12PVI ELEV = 4940.96PVI STA = 28+70.95PVI ELEV = 4940.66PVI STA = 25+77.96PVI ELEV = 4936.68PVI STA = 28+44.12PVI ELEV = 4940.6875.0' VC HP ELEV = 4933.26 HP STA = 22+43.68 PVI STA = 22+36.07 PVI ELEV = 4933.41 EVCS: 22+73.57EVCE: 4933.16A.D. = 1.73 K = 43.28 91.0' VC LP ELEV = 4932.78 LP STA = 23+39.66 PVI STA = 23+60.94 PVI ELEV = 4932.55 BCVS: 23+15.45BVCE: 4932.87ECVS: 24+06.43EVCE: 4933.42A.D. = 2.59 K = 35.06 STORM DRAIN STA.=23+39.61 PROPOSED GRADE EXISTING GRADE STSTSTSTSTSTSTSTALLEY L SEE SHEET R15 STREET I SEE SHEETS R5 - R6 STREET B SEE SHEETS R5 - R6 TRACT H UDA&EAE LOT 4 LOT 5 LOT 7 LOT 10 LOT 9 LOT 8 LOT 7 LOT 5 LOT 4LOT 6 LOT 6 LOT 1 LOT 2 LOT 3 BLOCK 19BLOCK 19 TRACT O DE BLOCK 13 BLOCK 14 RED WILLOW DRIVE SEE SHEETS R13 - R14 STREET C SEE SHEET R7 ∆ ∆ ∆ VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER 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 12+504932.574932.734932.944933.194933.464933.794934.234934.77PROPOSED GRADE @ EYEBROW FLOWLINE EXISTING GRADE @ EYEBROW FLOWLINE 0.50% 1.05%2.24%PVI STA = 10+00.05PVI ELEV = 4932.44PVI STA = 12+18.62PVI ELEV = 4935.1875.0' VC PVI STA = 10+56.34 PVI ELEV = 4932.73 BCVS: 10+18.84BVCE: 4932.54ECVS: 10+93.84EVCE: 4933.12A.D. = 0.55 K = 136.19 75.0' VC PVI STA = 11+55.67 PVI ELEV = 4933.77 BCVS: 11+18.17BVCE: 4933.38ECVS: 11+93.17EVCE: 4934.61A.D. = 1.18 K = 63.46 PROPOSED GRADE EXISTING GRADE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 MATCH LINE STA 22+00 R6 PLAN AND PROFILESTREET B & STREET I18 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEET22+00R5KEYMAP 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 STREET B & STREET I EYEBROW PROFILE SCALE: 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 XSTREET C STA. = 10+00.00 (STREET C) STA. = 25+99.12 (STREET B & I) STA. = 11+30.00 (STREET C) STA. = 19+14.00 (ALLEY M) STA. = 19+14.00 (ALLEY O) STA. = 13+38.50 (STREET C) STA. = 13+89.50 (ALLEY N) STA. = 13+89.50 (ALLEY P) ALLEY M SEE SHEET R16 STREET 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 VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER 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 7 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 4 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 20BLOCK 21BLOCK 22TRACT HUDA&EAETRACT 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 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004937.004936.594936.434936.274936.104935.944935.784935.624935.454935.294935.134934.974934.804934.644934.484934.324934.154933.994933.924933.994934.19PVI STA = 9+84.00PVI ELEV = 4936.65PVI STA = 10+00.00PVI ELEV = 4937.00PVI STA = 10+16.00PVI ELEV = 4936.65PVI STA = 15+06.14PVI ELEV = 4934.2575.0' VC LP ELEV = 4933.92 LP STA = 14+50.69 PVI STA = 14+58.64 PVI ELEV = 4933.77 BCVS: 14+21.14BVCE: 4934.02ECVS: 14+96.14EVCE: 4934.15A.D. = 1.65 K = 45.45 75.0' VC LP ELEV = 4933.92 LP STA = 14+50.69 PVI STA = 14+58.64 PVI ELEV = 4933.77 BCVS: 14+21.14BVCE: 4934.02ECVS: 14+96.14EVCE: 4934.15A.D. = 1.65 K = 45.45 PROPOSED GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE PROPOSED GRADE EXISTING GRADE 2.20%-2.20%-0.65% 1.00% STORM DRAIN STA.=14+50.69 2.00% 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 SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 R7 PLAN AND PROFILESTREET C19 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 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 GOLDEN WILLOW DRIVE GOLDEN 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 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 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE -0.50% -0.65% -2.20%2.20% 0.65% -3.00 %PVI STA = 9+77.98PVI ELEV = 4951.00PVI STA = 15+43.51PVI ELEV = 4941.75PVI STA = 15+46.51PVI ELEV = 4941.68PVI STA = 15+49.51PVI ELEV = 4941.75100.0' VC PVI STA = 10+69.75 PVI ELEV = 4950.54 BVCS: 10+19.75BVCE: 4950.79EVCS: 11+19.75EVCE: 4949.04A.D. = 2.50 K = 40.00 100.0' VC PVI STA = 13+12.93 PVI ELEV = 4943.25 BCVS: 12+62.93BVCE: 4944.75ECVS: 13+62.93EVCE: 4942.92A.D. = 2.35 K = 42.55 4950.894949.594946.634943.804942.684942.034950.764950.534950.134948.884948.134947.384945.884945.134944.404943.344943.024942.844942.524942.364942.194941.874941.754941.91PROPOSED GRADE EXISTING GRADE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32MATCHLINESTA16+00R8 PLAN AND PROFILEGOLDEN WILLOW DRIVE20 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEETR916+00KEYMAP 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 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 LIDGOLDEN WILLOW DRIVE 52' ROW 30' FL-FL LOT 1 LOT 2 LOT 6LOT 5 BLOCK 7 BLOCK 6 TRACT E DAE 5' SIDEWALK 5' SIDEWALK STREET B SEE SHEETS R5 - R6 ROLL OVER CURB & GUTTER VERTICAL CURB & GUTTER PROPOSED TYPE 3 BARRICADE 9' UTILITY EASEMENT 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 16+00 17+00 18+00 19+00 20+00 21+00 22+00 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 0.65% -25.00%PVI STA = 16+95.47PVI ELEV = 4940.95FUTURE GRADE @ ROAD CENTERLINE 4942.244942.404942.56PROPOSED GRADE EXISTING GRADE 0.65% -7 . 4 8 % -5. 5 4 %PVI STA = 16+88.68PVI ELEV = 4942.65PVI STA = 21+95.47PVI ELEV = 4915.36165.0' VC HP ELEV = 4942.74 HP STA = 17+08.15 PVI STA = 17+77.45 PVI ELEV = 4943.23 BVCS: 16+94.95BVCE: 4942.69EVCS: 18+59.95EVCE: 4937.06A.D. = 8.13 K = 20.31 90.0' VC PVI STA = 20+21.21 PVI ELEV = 4925.01 BVCS: 19+76.21BVCE: 4928.37EVCS: 20+66.21EVCE: 4922.52A.D. = 1.94 K = 46.42 SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32MATCHLINESTA16+00R9 PLAN AND PROFILEGOLDEN WILLOW DRIVE21 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEET16+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 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 - R4 STREET A SEE SHEETS R1 - R4 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 31 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 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+004943.304942.724942.094941.474940.854940.234939.614938.984938.364937.744937.124936.504935.884935.254934.634934.014933.394933.242.18% 2.20% -2.20% -2.49 % -2.20%-2.20%PVI STA = 9+86.17PVI ELEV = 4943.00PVI STA = 10+00.00PVI ELEV = 4943.30PVI STA = 14+31.00PVI ELEV = 4933.38PVI STA = 10+13.00PVI ELEV = 4943.01PVI STA = 14+12.00PVI ELEV = 4933.09PVI STA = 14+15.00PVI ELEV = 4933.02PVI STA = 14+44.83PVI ELEV = 4933.07PROPOSED GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE PROPOSED GRADE EXISTING GRADE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 R10 PLAN AND PROFILESTREET G22 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 PROFILE SCALE: 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 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 - R4 STREET B SEE SHEETS R5 - R6 STREET A SEE SHEETS R1 - R4 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 BLOCK 2 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 4925 4930 4935 4940 4945 4950 4955 4960 4965 4925 4930 4935 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+004946.454946.474945.804943.664939.924935.934946.724946.814946.714946.514946.324946.074945.444944.964944.374942.854941.924940.924938.924937.934936.934934.934934.214934.212.20% -2.20% -2.20% 1.25%-1.00% -2.20%2.20% 2.20% -2.20% -1.00% -3.9 9 % 2.67%PVI STA = 10+00.00PVI ELEV = 4946.45PVI STA = 15+62.50PVI ELEV = 4934.49PVI STA = 15+76.33PVI ELEV = 4934.18PVI STA = 15+79.33PVI ELEV = 4934.12PVI STA = 11+11.67PVI ELEV = 4946.35PVI STA = 11+14.67PVI ELEV = 4946.29PVI STA = 11+31.50PVI ELEV = 4946.66PVI STA = 15+82.33PVI ELEV = 4934.18PVI STA = 11+44.50PVI ELEV = 4946.37PVI STA = 15+46.50PVI ELEV = 4934.13PVI STA = 15+43.50PVI ELEV = 4934.1975.0' VC HP ELEV = 4946.81 HP STA = 10+49.47 PVI STA = 10+45.30 PVI ELEV = 4947.02 BVCS: 10+07.80BVCE: 4946.55EVCS: 10+82.80EVCE: 4946.64A.D. = 2.25 K = 33.33 165.0' VC PVI STA = 12+69.77 PVI ELEV = 4945.12 BVCS: 11+87.27BVCE: 4945.94EVCS: 13+52.27EVCE: 4941.83A.D. = 2.99 K = 55.17 PROPOSED GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE STORM DRAIN STA.=15+52.50 PROPOSED GRADE EXISTING GRADE 24" IRRIGATION STA.=10+07.27 SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32MATCHLINESTA16+00R11 PLAN AND PROFILEWEEPING WILLOW DRIVE23 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEETR1216+00KEYMAP 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 IRR WEEPING WILLOW DRIVE 59' ROW 30' FL-FL LOT 2 LOT 8 LOT 6 LOT 7 LOT 1 BLOCK 7 BLOCK 2 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 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 16+00 17+00 18+00 19+00 20+00 21+00 22+00 2.67% -8 . 0 0 % EXISTING GROUND @ ROAD CENTERLINE FUTURE GROUND @ ROAD CENTERLINE 4937.144935.994929.914921.914913.924935.324935.994936.664937.324937.194936.744934.924933.554931.874927.914925.914923.914919.914917.924915.924911.924909.924907.92PROPOSED GRADE EXISTING GRADE 2.67% -8 . 0 0 %PVI STA = 21+95.14PVI ELEV = 4906.31215.0' VC HP ELEV = 4937.32 HP STA = 17+26.71 PVI STA = 17+80.33 PVI ELEV = 4939.48BVCS: 16+72.83BVCE: 4936.60EVCS: 18+87.83EVCE: 4930.88A.D. = 10.67 K = 20.15 PROPOSED GROUND @ ROAD CENTERLINE R12 PLAN AND PROFILEWEEPING WILLOW DRIVE24 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEET16+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 WEEPING WILLOW DRIVE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32MATCHLINESTA16+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 RED WILLOW DRIVE DST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 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 - R4 STREET B SEE SHEETS R5 - R6 ALLEY L SEE SHEET R15 STREET B SEE SHEETS R5 - R6 STREET A SEE SHEETS R2 - R4 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 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&EAE 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 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+004939.384939.584939.674939.614939.444939.254939.054939.124938.894938.494938.094937.694937.284936.884936.484936.084935.684935.274934.874934.474934.074933.664933.264932.864932.574932.574932.72PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 2.20% -2.20% -2.20%-2.20% 0.88%-0.78% 2.20% 2.20% -2.20% -1.61% 1.00%PVI STA = 15+82.33PVI ELEV = 4932.54PVI STA = 15+46.50PVI ELEV = 4932.50PVI STA = 11+44.50PVI ELEV = 4938.98PVI STA = 11+14.67PVI ELEV = 4938.90PVI STA = 11+11.67PVI ELEV = 4938.96PVI STA = 11+31.50PVI ELEV = 4939.27PVI STA = 15+62.50PVI ELEV = 4932.85PVI STA = 15+79.33PVI ELEV = 4932.48PVI STA = 15+43.50PVI ELEV = 4932.5675.0' VC HP ELEV = 4939.67 HP STA = 10+03.19 PVI STA = 10+00.92 PVI ELEV = 4939.82 BVCS: 9+63.42BVCE: 4939.49EVCS: 10+38.42EVCE: 4939.53A.D. = 1.65 K = 45.40 STORM DRAIN STA.=15+52.49 SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32MATCHLINESTA16+00R13 PLAN AND PROFILERED WILLOW DRIVE25 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEETR1416+00KEYMAP 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 DDST ST STSTST STREET B SEE SHEETS R5 - R6 63' ROW 36' FL-FL VERTICAL CURB & GUTTER 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 16+00 17+00 18+00 19+00 20+00 21+00 22+00 PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE1.00%PVI STA = 16+94.74PVI ELEV = 4933.67FUTURE GRADE @ ROAD CENTERLINE 4932.974933.224933.47PROPOSED GRADE EXISTING GRADE 1.00% -5. 8 2 %PVI STA = 21+94.74PVI ELEV = 4912.65207.5' VC HP ELEV = 4933.96 HP STA = 17+39.80 PVI STA = 18+13.09 PVI ELEV = 4934.85 BVCS: 17+09.36BVCE: 4933.81EVCS: 19+16.81EVCE: 4928.82A.D. = 6.82 K = 30.44 R14 PLAN AND PROFILERED WILLOW DRIVE26 NORTH 50 0 50 100 150 Feet (IN FEET) 1 inch = 50 ft. PROFILE SCALE:STAMATCH LINESEE SHEET16+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 RED WILLOW DRIVE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32MATCHLINESTA16+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 STEEEEE GGGGGEEEG G G E EEEEEG GGGGGGGGGGGGGGG G G G G G GGGEEEEEEEEEEEEE E E E E E E EEGGEGEGEEGALLEY L STA. = 10+00.00 (ALLEY L) STA. = 24+53.76 (STREET A)STA. = 14+31.00 (ALLEY L) STA. = 23+11.21 (STREET B & I) 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 - R4 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&EAE TRACT O DEBLOCK 3 BLOCK 13 BLOCK 14 SIDEWALK CHASE & CURB CUT ROLL OVER CURB & GUTTER STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES 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+004940.124939.494939.044938.594938.144937.694937.244936.794936.334935.884935.434934.984934.534934.084933.634933.184932.734932.762.20% -2.20%-8.33% 8.33%2.20% -2.20% -1.80%PVI STA = 9+86.17PVI ELEV = 4939.82PVI STA = 10+00.00PVI ELEV = 4940.12PVI STA = 10+13.00PVI ELEV = 4939.84PVI STA = 10+15.00PVI ELEV = 4939.67PVI STA = 14+18.00PVI ELEV = 4932.61PVI STA = 14+31.00PVI ELEV = 4932.89PVI STA = 14+44.83PVI ELEV = 4932.59PVI STA = 14+16.00PVI ELEV = 4932.44PROPOSED GRADE @ ALLEY CENTERLINE EXISTING GRADE @ ALLEY CENTERLINE PROPOSED GRADE EXISTING GRADE 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+004941.534941.304941.664941.714941.454940.884940.144939.404938.664937.924937.184936.444935.704934.964934.224933.474932.734932.582.20% -2.20%-8.33% 2.25% -2.96 % 8.33% 2.20%-2.20%PVI STA = 9+86.17PVI ELEV = 4941.22PVI STA = 10+00.00PVI ELEV = 4941.53PVI STA = 10+13.00PVI ELEV = 4941.24PVI STA = 10+15.00PVI ELEV = 4941.08PVI STA = 14+16.00PVI ELEV = 4932.26PVI STA = 14+18.00PVI ELEV = 4932.43PVI STA = 14+31.00PVI ELEV = 4932.71PVI STA = 14+44.83PVI ELEV = 4932.41105.0' VC HP ELEV = 4941.73 HP STA = 10+66.69 PVI STA = 10+73.85 PVI ELEV = 4942.40 BVCS: 10+21.35BVCE: 4941.22EVCS: 11+26.35EVCE: 4940.84A.D. = 5.22 K = 20.13 PROPOSED GRADE @ ALLEY CENTERLINE EXISTING GRADE @ ALLEY CENTERLINE PROPOSED GRADE EXISTING GRADE E E E E E E E G G G G G G G EEEEEEEGGGGGGGGGGGGGGGG G G G G GEEEE E E E E E E E EEEEGGEGGGGGGEEEEEESTA. = 10+00.00 (ALLEY K) STA. = 20+72.76 (STREET A) STA. = 14+31.00 (ALLEY K) STA. = 19+30.21 (STREET B & I) STREET B SEE SHEETS R5 - R6 STREET G SEE SHEET R10 STREET A SEE SHEETS R1 - R4 STREET A SEE SHEETS R1 - R4 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 STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES 8' UTILITY EASEMENT 8' UTILITY EASEMENT 30' TRACT SIGHT DISTANCE SIGHT DISTANCE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 R15 PLAN AND PROFILESALLEY K & ALLEY L27 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 - R4 STREET A SEE SHEETS R2 - R4 STA. = 21+72.00 (ALLEY M) STA. = 27+14.51 (STREET A) STA. = 21+72.00 (ALLEY O) STA. = 19+14.00 (ALLEY M) STA. = 11+31.25 (STREET C) STA. = 19+14.00 (ALLEY O) 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 5LOT 4TRACT O DE BLOCK 19 BLOCK 20 BLOCK 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 STOP SIGN w/ STREET NAMES 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 11+00 12+00 13+00 14+00 PROPOSED GRADE @ ALLEY CENTERLINE EXISTING GRADE @ ALLEY CENTERLINE 4941.684941.354940.534939.704938.884938.054937.224936.404935.574934.754934.24-2.20% 8.33% 2.20% -2.20% -2.20% 2.20% -3.30 %PVI STA = 11+44.50PVI ELEV = 4941.54PVI STA = 13+73.50PVI ELEV = 4934.20PVI STA = 13+89.50PVI ELEV = 4934.55PVI STA = 11+11.67PVI ELEV = 4941.52PVI STA = 11+14.67PVI ELEV = 4941.45PVI STA = 11+31.50PVI ELEV = 4941.82PVI STA = 13+71.50PVI ELEV = 4934.04PROPOSED GRADE EXISTING GRADEIRRFESALLEY N LINDEN PARKP.D.P., 1ST REPLATLOT 3LOT 2LINDEN PARKP.D.P., 1STREPLATLOT 1CORONA AVENUE SEE SHEET R4 ALLEY P SEE SHEET R17 STREET C SEE SHEET R7 STREET A SEE SHEETS R2 - R4 STREET C SEE SHEET R7 STREET A SEE SHEETS R2 - R4 STA. = 11+31.50 (ALLEY N) STA. = 29+21.76 (STREET A) STA. = 11+31.50 (CORONA AVENUE) STA. = 13+89.50 (ALLEY N) STA. = 13+38.50 (STREET C) STA. = 13+89.50 (ALLEY P) STA. = 19+14.00 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 4LOT 13 LOT 12 LOT 14 LOT 8TRACT J AE LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT C DEBLOCK 3 BLOCK 20BLOCK 18 TRACT N UDA&EAETRACT K UDA&EAE ROLL OVER CURB & GUTTER SIDEWALK CHASE & CURB CUTSTOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMESSTOP 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 19+0020+0021+0022+0022+50 PROPOSED GRADE @ ALLEY CENTERLINE EXISTING GRADE @ ALLEY CENTERLINE 4935.664935.874936.554937.224937.904938.584939.264939.934940.614941.294941.752.20% -2.20%-8.33% -2.20%-8.33%2.20% 2.71 %PVI STA = 18+98.00PVI ELEV = 4935.55PVI STA = 19+14.00PVI ELEV = 4935.90PVI STA = 19+30.00PVI ELEV = 4935.55PVI STA = 19+32.00PVI ELEV = 4935.38PVI STA = 21+59.00PVI ELEV = 4941.53PVI STA = 21+72.00PVI ELEV = 4941.82PVI STA = 21+88.00PVI ELEV = 4941.47PVI STA = 21+90.00PVI ELEV = 4941.30PROPOSED GRADE EXISTING GRADE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 ALLEY N R16 PLAN AND PROFILEALLEY M & ALLEY N28 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 STA. = 19+14.00 (ALLEY O) STA. = 11+31.25 (STREET C) STA. = 19+14.00 (ALLEY M) STA. = 13+89.50 (ALLEY P) STA. = 13+38.50 (STREET C) STA. = 13+89.50 (ALLEY N) 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 4 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 STOP SIGN w/ STREET NAMES STOP SIGN w/ STREET NAMES 5' UTILITY EASEMENT5' UTILITY EASEMENT5' UTILITY EASEMENT5' UTILITY EASEMENTSIGHT DISTANCE 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 13+5014+0015+0016+0017+0018+0019+0019+50 PROPOSED GRADE @ ALLEY CENTERLINE EXISTING GRADE @ ALLEY CENTERLINE 4934.244934.324934.064933.884933.714933.534933.354933.174932.994932.824932.724932.734932.854933.084933.394933.704934.024934.334934.644934.954935.264935.594935.668.33% 2.20% -2.20% 2.20% -2.20% 1.25%-8.33% -0.71%PVI STA = 13+71.50PVI ELEV = 4934.04PVI STA = 13+73.50PVI ELEV = 4934.20PVI STA = 13+89.50PVI ELEV = 4934.55PVI STA = 14+05.50PVI ELEV = 4934.20PVI STA = 18+98.00PVI ELEV = 4935.55PVI STA = 19+14.00PVI ELEV = 4935.90PVI STA = 19+30.00PVI ELEV = 4935.55PVI STA = 19+32.00PVI ELEV = 4935.38110.0' VC LP ELEV = 4932.71 LP STA = 16+35.04 PVI STA = 16+50.00 PVI ELEV = 4932.46 BCVS: 15+95BVCE: 4932.85ECVS: 17+05EVCE: 4933.14A.D. = 1.96 K = 56.16 PROPOSED GRADE EXISTING GRADE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 R17 PLAN AND PROFILEALLEY O & ALLEY P29 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 ELECELECELECBRKREVAULTF.O.FOFO FO FO FO FOFOFOFOFOFO XXXW W W W W W W W XX STREET ATRACT D DE LOT 11 LOT 10 LOT 12 TRACT L DE BLOCK 4 15' UTILITY EASEMENT 15' UTILITY EASEMENT PROPOSED BARRICADE EXISTING IRRIGATION DITCH 83' FL-FL 57.5' HALF ROW PROPOSED SAWCUT PROPOSED SAWCUT PROPOSED EDGE OF ASPHALT EXISTING 55.8' FL-EOA EXISTING 55.8' FL-EOA PROPOSED ADDITIONAL ASPHALT TIMBERLINE ROAD FOSSIL CREEKPARKWAYWESTCHASEROADPROPOSED VERTICAL CURB & GUTTER EXISTING CURB & GUTTER OWNER: BARBARA KEEN LIVING TRUST 6417 S TIMBERLINE RD LINDEN PARK P.D.P., 1ST REPLAT 9.5' CL-SAWCUT PROPOSED 1.5' CURB & GUTTER MEDIAN 4.5' 27.4' ADDITIONAL ASPHALT 27.4' ADDITIONAL ASPHALT 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+004945.754945.434945.114944.674944.464944.024943.884943.664943.374943.074942.764942.454942.134941.784941.254940.874940.864940.574940.244939.964939.684939.394938.984938.724938.434938.164937.864937.544937.244936.884936.524936.104936.004935.774935.464935.164934.83-1.28% -1.31% -1.15% -1.09% -1.20% -1.18%PVI STA = 11+01.72PVI ELEV = 4944.44PVI STA = 13+22.61PVI ELEV = 4941.81PVI STA = 11+53.69PVI ELEV = 4943.85PVI STA = 12+31.31PVI ELEV = 4943.00PVI STA = 18+17.63PVI ELEV = 4935.85EXISTING GRADE @ ROAD CENTERLINE SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 R18 PLAN AND PROFILES TIMBERLINE ROAD30 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 R18 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 S TIMBERLINE ROAD PROFILE SCALE: STREET ATRACT D DE LOT 11 LOT 10 LOT 12 TRACT L DE BLOCK 4 15' 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 ULTIMATE 5' SIDWALKR50.0'STREET ATRACT D DE LOT 11 LOT 10 LOT 12 TRACT L DE BLOCK 4 15' 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 83' FL-FL PROPOSED VERTICAL CURB & GUTTER EXISTING 8' BIKE LANE EXISTING 13.5' TRAVEL LANE EXISTING 14' STRIPED MEDIAN EXISTING 13' TRAVEL LANE PROPOSED 8' BIKE LANE PROPOSED 12' RIGHT TURN PROPOSED 14.5' ASPHALT SHOULDER R25 160.0' BAY TAPER (40MPH) PROPOSED ASPHALT PROPOSED BARRICADE PROPOSED SAWCUTPROPOSED SAWCUT EXISTING 55.8' FL-EOA EXISTING 55.8' FL-EOA 9.5' CL-SAWCUT 26.5' ASPHALT SHOULDER PROPOSED 1.5' VERTICAL CURB & GUTTER 91.5' SheetTIMBER LARK RESIDENTIALThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32 R19 STRIPING PLANS TIMBERLINE ROAD31 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 R19 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 FOHYDHYDCECHYDLIDSDELECELECELECBRKREVAULTF.O .FOELECBRKREDSDSELECBRKREEEHYDFESXXXXXXXXXXXXXXXXXXXXXXXFOFOFOFOXXXWWWX X X X X X XXXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSTSTSTSTSTSTSTSTDSSTFESHYDSXXXXXXXXXXXXEEEGGGUDEEEEGGGGGGEEEEE EEEGGGGGGGGEEEEGGGGEEEEEGGGGGEEEEEGGGGGGGG GGG GGG G G G GGGGGE E E EEEEGGG G G GGGGGEEEEEE E EEEEEEE E EEGGGGG G G GE E E EEEEEGGGGGG G G GGGGGG G G G GEEEEEEEE EEEEEEEEEGGGGGGEEEEGGGGGGGGGEEEEEUNDERGROUNDCHAMBERSDETENTION PONDREQUIRED STORAGE VOLUME = 5.55 AC-FTWATER QUALITY VOLUME = 0.28 AC-FTPROVIDED VOLUME = 6.61 AC-FTOUTLET STRUCTURERELEASE RATE = 10.4 CFSSTREET ASTREET ASTREET ASTREET BSTREET BSTREET BSTREET I ALLEY M ALLEY N ALLEY O ALLEY P GOLDEN WILLOW DRIVE STREET CSTREET EWEEPING WILLOW DRIVESTREET G ALLEY K RED WILLOW DRIVE ALLEY L CORONA AVENUE TIMBERLINE ROADTRILBY ROADCONNECTION TO EXISTING 30"STORM SEWER AT MANHOLE EX-4(LINDEN PARK STORM OUTFALL)TIMBERLINE ROADTRILBY ROADPARAGON ESTATES NORTH CHANNELPARAGON ESTATESLINDEN PARK2.32 ac.A10.36 ac.A4a6.12 ac.A55.82 ac.A61.70 ac.A33.84 ac.A90.46 ac.A81.95 ac.A152.25 ac.A120.94 ac.A100.45 ac.A111.28 ac.A133.59 ac.A70.34 ac.A141.74A4b17.66 ac.OS1A4AA6A7A4BA3A8A9A10A11A12A13A14A15A1os1A512.62 ac.OS22.63 ac.OS313.09 ac.OS4os2os4os32.01 ac.A2A2SheetTIMBER 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 32NORTH( IN FEET )01 INCH = 100 FEET100100200300DR1DRAINAGE PLAN32 PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:1.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR TIMBER LARK, DATEDDECEMBER 15, 2021 FOR ADDITIONAL INFORMATION.ALEGEND:FOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTIONDEVELOPED DRAINAGE SUMMARYDesignPointBasin IDTotalArea(acres)C2C1002-Yr Tc(min)100-Yr Tc(min)Q2(cfs)Q100(cfs)a1A12.3180.240.309.059.051.265.62a2A22.0140.550.6912.0212.022.2710.90a3A31.7040.550.6911.5911.591.969.41a4aA4a0.3550.921.0013.4213.420.652.46a4bA4b1.7360.550.6913.2213.221.898.26a6A65.8220.550.6911.9911.996.6931.52a7A73.5900.550.6912.0712.074.0519.44a8A80.4620.780.986.536.530.944.48a9A93.8390.550.6911.7711.774.4120.78a10A100.9410.851.005.005.002.289.36a11A110.4490.720.895.895.890.894.00a12A122.2490.851.005.425.425.4522.38a13A131.2770.420.5311.0411.041.165.24a14A140.3430.790.985.005.000.773.35a15A151.9470.640.808.738.732.9514.19OFFSITE BASINSos1OS117.6590.200.2516.9016.906.2927.81os2OS212.6240.200.2518.0118.014.2918.68os3OS32.6330.200.2513.4813.481.044.56os4OS413.0880.200.2516.1616.164.7420.97LID Site SummaryTotal Site Area1,532,007sq. ft.Total Impervious Area with LID Treatment518,447sq. ft.Total Impervious Area without LIDTreatment280,506sq. ft.Total Impervious Area50% Requried Minium Area to be Treated399,476sq. ft.75% Requried Minium Area to be Treated599,214cu. ft.Total Treated Area518,447sq. ft.Percent Impervious Treated by LID65%CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR