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Home My WebLink AboutIMPALA MULTI-FAMILY - PDP220005 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSWEST MULBERRY STREET SOUTH TAFT HILL ROADLAPORTE AVENUE C 100COVER SHEET 1 Original Field Survery: Northern Engineering Project No. 370-005 Date: December 28, 2021 Additional Field Survey: Northern Engineering Project No. 370-005 Date: March 17, 2022 APRIL 2022 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH Project Datum: NAVD88 Benchmark 25-97 At the Southwest corner of Mulberry St. and Taft Hill Rd., on a concrete traffic signal base. Elevation = 5071.25 Benchmark 24-97 On a concrete headwall pipe in Rogers Park. South of the parking area of Rogers Park (150 feet South of large barn) 2500 block of Mulberry St. Elevation = 5102.71 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 - 3.17' Basis of Bearings The South line of the Southeast Quarter of Section 9, Township 7 North, Range 69 West of the 6th P.M. bearing North 88°51'30", as shown on ALTA. PROJECT BENCHMARKS: IMPALA REDEVELOPMENT PROJECT TEAM: Housing Catalyst Nichole Rex, Senior Project Manager 1715 W. Mountain Avenue Fort Collins, CO 80521 (970) 416-2910 Northern Engineering Services, Inc. Danny Weber, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER SHEET INDEX A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (306 & 400 IMPALA CIRCLE) FIELD SURVEY BY: Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR 1 C 100 COVER SHEET 2 C 101 GENERAL & CONSTRUCTION NOTES 3-5 C 102 - C 104 EXISTING CONDITIONS & DEMOLITION PLAN 6-8 C 200 - C 202 CIVIL SITE PLAN UTILITY SHEETS 9 C 300 OVERALL UTILITY PLAN 10-12 C 301 - C 303 UTILITY PLAN GRADING SHEETS 13 C 400 OVERALL GRADING PLAN 14-16 C 401 - C 403 GRADING PLAN DRAINAGE SHEETS 17 C 500 HISTORIC DRAINAGE EXHIBIT 18 C 501 DRAINAGE EXHIBIT UTILITY PLANS 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 SheetIMPALA REDEVELOPMENTThese 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 18 PROJECT LOCATION Ripley Design, Inc. Russ Lee, President 419 Canyon Avenue, Suite 200 Fort Collins, CO. 80521 (970) 224-5828■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ APPROVED: CITY ENGINEER:APPROVED SHEETS DATE WATER & WASTEWATER UTILITY:APPROVED SHEETS DATE STORMWATER UTILITY:APPROVED SHEETS DATE PARK PLANNING AND DEVELOPMENT:APPROVED SHEETS DATE TRAFFIC OPERATIONS:APPROVED SHEETS DATE ENVIRONMENTAL PLANNER:APPROVED SHEETS DATE City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: 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--Cody Snowdon (970) 416-2306 CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R A. GENERAL NOTES 1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19.All recommendations of the Preliminary Drainage Report, dated April 13, 2022 by Northern Engineering shall be followed and implemented. 20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins . 35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 Benchmark 25-97 At the Southwest corner of Mulberry St. and Taft Hill Rd., on a concrete traffic signal base. Elevation = 5071.25 Benchmark 24-97 On a concrete headwall pipe in Rogers Park. South of the parking area of Rogers Park (150 feet South of large barn) 2500 block of Mulberry St. Elevation = 5102.71 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 - 3.17' Basis of Bearings The South line of the Southeast Quarter of Section 9, Township 7 North, Range 69 West of the 6th P.M. bearing North 88°51'30", as shown on ALTA. 41.All stationing is based on centerline of roadways unless otherwise noted. 42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48.Approved Variances are listed as follows: 1) N/A CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16.For additional information see separate Stormwater Management Plan / Erosion Control Report for Impala Redevelopment . B. Street Improvement Notes 1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2.All recommendations of the Preliminary Drainage Report, dated April 13, 2022 by Northern Engineering shall be followed and implemented. 3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City Water Detail 11A. F. Floodplain Notes 1.Portions of this property are located in the City regulated 100-year Canal Importation Floodplain/Floodway. Any development within the floodplain must comply with the safety regulations of Chapter 10 of City Municipal Code. The Contractor shall obtain a Floodplain Use Permit from the City of Fort Collins and pay all applicable floodplain use permit fees prior to commencing any construction activity (building of structures, grading, fill, detention ponds, bike paths, parking lots, utilities, landscaped areas, flood control channels, etc.) within the City of Fort Collins floodplain limits as delineated on the Final Subdivision Plat 2.“Any construction activities, nonstructural development (bridges, sidewalks, culverts, vegetation, curbcuts, grading, etc.) in the regulatory floodway must be preceded by a NoRise Certification, which must be prepared by a professional engineer licensed in the State of Colorado. 3.No storage of materials or equipment shall be allowed in the floodway, whether temporary (during construction) or permanent. 4.Any pedestrian bridges in the floodway that are not able to pass the 100 year flow are required to be “breakaway” and tethered. INFILL AND REDEVELOPMENT NOTE A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work. C 101CONSTRUCTION NOTES GENERAL & 2 SheetIMPALA REDEVELOPMENTThese 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 18 EEEE E E EEEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCT V CTV CTVCTVCTVCTVCTVCTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCT V CTV CTV CTVCTVCTV EEEEEEEE E E E 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" WW W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W EEE E EEEEEEEEEEEEEEE E EEEEEEEEEG G G G G G G G G G G G G GGG G GGGG G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGCTV CTV CTV CTV CTV CTV CTV CT V CT V E E E E E E E EEEEEEECTVCTVCTVCTVCTVEEE6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" WCTV CTV CTV CTV CTVCTV CTV CTV CTVCTVEEEEEE E E E EE E E E E E E E E E VAULT ELEC ELEC VAULT ELEC C T C CT S S HYDHY DVAULT ELEC VAULT ELEC CABLE VAULT ELEC S S VAULT ELEC VAULT CABLE VAULT CABLE HYDC C VAULT ELEC X X XXXXX X X X XXXXXXXX X XXXXXXXXXX XXXX XX X XXXXX X X XXXXX X X X X X X X G G G G G G G G G G G E E E E E E E E E E G G ST GGGGG G G G G G G G G XXXXXXXXXXXXXE E8" SS8" SS8" SS8" SS8" SS8" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS WW WW WWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WW WWWWWWWWWWWWWWWWWWWW WW WWWWWWWWWW WWWWWWWWWW WWWWXXW S S FO 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W X X X X X X XGGGGGGGGGFOFO FOFOFOFOFOFOFOFOFOFOTTTTTTTTTTTTT T G G IMPALA CIRCLE SOUTH IMPALA DRIVEEXISTING 8' CONCRETE PAN TO BE REMOVED EXISTING 31" DRIVE-OVER CURB & GUTTER W/ ATTACHED SIDEWALK TO BE REMOVED (TYP.) EXISTING 31" DRIVE-OVER CURB & GUTTER TO BE REMOVED (TYP.) EXISTING 10' CONCRETE PAN TO BE REMOVED EXISTING SANITARY SEWER MANHOLE TO BE REMOVED EXISTING BUILDING TO BE REMOVED (TYP.) EXISTING 31" DRIVE-OVER CURB & GUTTER W/ ATTACHED SIDEWALK TO BE REMOVED (TYP.) EXISTING 3 4" WATER SERVICE TO BE ABANDONED AT MAIN (TYP.) EXISTING ELECTRIC METER TO BE REMOVED (TYP.) EXISTING GAS METER TO BE REMOVED (TYP.) EXISTING SANITARY SEWER MANHOLE TO BE REMOVED EXISTING TRANSFORMER TO BE REMOVED EXISTING FENCE TO BE REMOVED (TYP.) EXISTING GROUNDED ELECTRIC AND CABLE TO BE REMOVED EXISTING PEDESTRIAN RAMP TO BE REMOVED EXISTING LIGHT POLE TO BE REMOVED (TYP.) EXISTING FIRE HYDRANT TO BE REMOVED EXISTING TREE TO BE REMOVED (TYP.) EXISTING CONCRETE PATIO TO BE REMOVED (TYP.) EXISTING CONCRETE DRIVEWAY TO BE REMOVED (TYP.) ±20 LF EXISTING 10" RCP STORM DRAIN TO BE REMOVED EXISTING DRAINAGE HEADWALL TO BE REMOVED EXISTING CONCRETE FOREBAY WITH PAN TO BE REMOVED EXISTING PLAYGROUND AREA TO BE REMOVED EXISTING PLAYGROUND AREA TO BE REMOVED ±52 LF DRIVEWAY APPROACH TO BE REMOVED EXISTING PEDESTRIAN RAMP TO BE REMOVED EXISTING 8' CONCRETE PAN TO BE REMOVED EXISTING 31" DRIVE-OVER CURB & GUTTER W/ ATTACHED SIDEWALK TO BE REMOVED (TYP.) EXISTING SANITARY SEWER MANHOLE TO BE REMOVED EXISTING 8" SANITARY SEWER EXISTING 16" WATER MAIN EXISTING 6" WATER MAIN EXISTING BUILDING TO BE REMOVED (TYP.) PROPOSED SAWCUT (TYP.) ±19 LF DRIVEWAY APPROACH TO BE REMOVED ±20 LF DRIVEWAY APPROACH TO BE REMOVED PROPOSED SAWCUT (TYP.) EXISTING BUILDINGS TO REMAIN (TYP.) EXISTING 31" DRIVE-OVER CURB & GUTTER TO BE REMOVED (TYP.) EXISTING 49' ROW TO BE VACATED EXISTING 49' ROW TO BE VACATED EXISTING 8" SANITARY SEWER TO BE REMOVED EXISTING 8" SANITARY SEWER TO BE REMOVED EXISTING 3 4" WATER SERVICE TO BE ABANDONED AT MAIN (TYP.) EXISTING 3 4" WATER SERVICE TO BE ABANDONED AT MAIN (TYP.)EXISTING 49' ROW TO BE VACATED EXISTING 3 4" WATER SERVICE TO BE ABANDONED AT MAIN (TYP.) PROPOSED SAWCUT (TYP.) EXISTING FIRE HYDRANT TO REMAIN EXISTING 20' UTILITY EASEMENT TO BE VACATED BY THIS PLAT EXISTING 1' OUTLOT TO BE VACATED EXISTING 1' OUTLOT TO BE VACATED EXISTING 1' OUTLOT TO BE VACATED EXISTING 3 4" WATER SERVICE TO BE ABANDONED AT MAIN (TYP.) EXISTING 2' CONCRETE PAN TO BE REMOVED EXISTING 8' SIDEWALK & RAMP TO BE REMOVED EXISTING FIRE HYDRANT TO BE REMOVED EXISTING 6' SIDEWALK EXISTING 6' SIDEWALK EXISTING 8" SANITARY SEWER EXISTING 6" WATER MAIN OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER 408 S IMPALA DR. EXISTING 10' UTILITY EASEMENT TO BE VACATED EXISTING 6' UTILITY EASEMENT TO BE VACATED TO BE VACATED BY THIS PLAT ±24' FL-FL (TYP.) IMPALA CIRCLE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 SheetIMPALA REDEVELOPMENTThese 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 18 C 102DEMOLITION PLAN EXISTING CONDITIONS & 3 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. EXISTING OVERHEAD UTILITY OHE ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING PROJECT NO. 370-005 DATE: DECEMBER 28, 2021 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING PROJECT NO. 370-005 DATE: MARCH 17, 2022 ASPHALT REMOVAL ASPHALT PATCH CONCRETE REMOVAL KEYMAP C 102 C 103 C 104 MATCH LINE - SEE SHEET C 103 6" W 6" W 6" W6" W6" W6" W6" W6" WEEG G GGG G GGGG G G G G G G G G G GGGGGGCTV CTV CTV CT V CT V E E E E EEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEE6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W G GGGGGGGGGGG GGGGGGGGGGGGGCTV CTV CTV CTV CTVCTV CTV CTV CTVCTV C T V CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTVCTV CTV CTV CTVCTVCTVCTV CTVCTVCTVCTV CTVCTV CTV C T V CTVCTVCTV CTV CTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTV CTV CTVCTVCTVEEE E EE E E E E E E E EEEEEEEEEE EEEEE E E E E EEE E E EEEEEEEE EEEE E E E E E E E E E E EEEEEEEEEEEE E E E E E E EEE E E CABLE VAULT ELEC S S VAULT ELEC VAULT CABLE VAULT CABLE HYDC CT C C CABLE C TC T C C C T C VAULT ELEC X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXW W W WW WXXXXX XXXXXXS W W G G G G G G G G G G GGGE E E E E E E E E E E GGGG G GG8" SS 8" SS 8" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS S 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSWWWW WWWWXXXXXXXX X X X X X X X X X X X X X X X X6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" WELECEXISTING 10' CONCRETE PAN TO BE REMOVED EXISTING GROUNDED ELECTRIC AND CABLE TO BE REMOVED EXISTING PEDESTRIAN RAMP TO BE REMOVED EXISTING SANITARY SEWER MANHOLE TO BE REMOVED ±35 LF 30" VERTICAL CURB & GUTTER, SIDEWALK, AND RAMP TO BE REMOVED EXISTING HEADWALL & OVERFLOW WEIR TO REMAIN ±39 LF 2' CONCRETE PAN TO BE REMOVED PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) EXISTING BUILDINGS TO REMAIN (TYP.) EXISTING 8" SANITARY SEWER TO BE REMOVED EXISTING FIRE HYDRANT TO REMAIN EXISTING 20' UTILITY EASEMENT TO BE VACATED BY THIS PLAT EXISTING 1' OUTLOT TO BE VACATED EXISTING 2' CONCRETE PAN TO BE REMOVED EXISTING 2' CONCRETE PAN TO BE REMOVED EXISTING 6' SIDEWALK EXISTING 6' SIDEWALK EXI STI N G 6' SI D E W AL K EXISTING 20' UTILITY EASEMENT TO BE VACATED BY THIS PLAT EXISTING STRIPING TO REMAIN EXISTING STRIPING TO REMAIN EXISTING 606' DRAINAGE & UTILTY EASEMENT TO REMAIN EXISTING 8" SANITARY SEWER EXISTING 8" SANITARY SEWER EXISTING 6" WATER MAIN OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER 408 S IMPALA DR. OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: BAILEY, MICHAEL 2213 WOODFORD CT. OWNER: HAUAN, JAMES P/PATRICIA A 2212 WOODFORD CT. OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: STEADMAN, VIVIAN LOUISE 2212 W MAGNOLIA CT. OWNER: VILLAGES, LTD. 400 IMPALA CIR. EXISTING 6' UTILITY EASEMENT TO BE VACATED TO BE VACATED BY THIS PLAT EXISTING STORM DRAIN TO BE CAPPED AT HEADWALL ±24' FL-FL (TYP.) IMPALA CIRCLE EXISTING ±10' UTILITY EASEMENT (TYP.) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 SheetIMPALA REDEVELOPMENTThese 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 18 C 103DEMOLITION PLAN EXISTING CONDITIONS & 4 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. EXISTING OVERHEAD UTILITY OHE ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING PROJECT NO. 370-005 DATE: DECEMBER 28, 2021 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING PROJECT NO. 370-005 DATE: MARCH 17, 2022 ASPHALT REMOVAL ASPHALT PATCH CONCRETE REMOVAL KEYMAP C 102 C 103 C 104 MATCH LINE - SEE SHEET C 104 MATCH LINE - SEE SHEET C 102 CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGG G G G G GGGGGGGCTVCTVCTV CTVCTVCTVCTV CTVCTVCTVCTVCTV CTVCTVCTVCTVCTV CTV CTV CTV CTVCTV CTV CTVCTVCTVEEE E E EEEEEEE EE E E E E EEEEEEEE E E EEE E E XXXXXX X XXXXXXXXGGGGGGGGGGG XXXXXXCABLE C TC C T C HYDVAULT F.O.XXXXXXXXXXXXXXXXXXXXXXG G G G G G E E E E E GGGGG S 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSIRR IRRIRRIRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR C D SS D 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFO FOEEEEE E 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" WELECW W SS SS SS WEST MULBERRY STREET EXISTING 30" VERTICAL CURB & GUTTER TO BE REMOVED EXISTING 2' SIDEWALK CULVERT TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING TREE TO REMAIN EXISTING 5' CONCRETE TRAIL TO BE REMOVED ±35 LF 30" VERTICAL CURB & GUTTER, SIDEWALK, AND RAMP TO BE REMOVED PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) EXISTING BUILDING TO REMAIN (TYP.) EXISTING 2' CONCRETE PAN TO BE REMOVED EXI STI N G 6' SI D E W AL K EXISTING 20' UTILITY EASEMENT TO BE VACATED BY THIS PLAT EXISTING STRIPING TO REMAIN EXISTING GAS LINE TO BE RELOCATED EXISTING 293' UTILITY EASEMENT TO REMAIN EXISTING 10' IRRIGATION EASEMENT TO REMAIN EXISTING 606' DRAINAGE & UTILTY EASEMENT TO REMAIN DRIVEWAY APPROACH TO BE REMOVED EXISTING 18" VERTICAL CURB & GUTTER TO REMAIN EXISTING 10" SANITARY SEWER EXISTING 8" WATER MAIN EXISTING 36" STORM DRAIN EXISTING 15" STORM DRAIN EXISTING SANITARY SERVICE (APPROX.) EXISTING WATER SERVICE (APPROX.) EXISTING 8" SANITARY SEWER EXISTING 6" WATER MAIN EXISTING 8" SANITARY SEWER EXISTING 18" CLAY IRRIGATION LINE TO BE RELOCATED (APPROX.) EXISTING FIRE HYDRANT TO REMAIN PROPOSED SAWCUT (TYP.) OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: EMPIRE GRANGE 148 2306 W MULBERRY ST. OWNER: KEELER, JACK LEE/ GAIL, MARGARET 2302 W MULBERRY ST. OWNER: RICKETTS, THERESA A. 2300 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: GODING, BRYAN T. 2218 W MULBERRY ST. OWNER: STEADMAN, VIVIAN LOUISE 2212 W MAGNOLIA CT. OWNER: VILLAGES, LTD. 400 IMPALA CIR. EXISTING GROUNDED ELECTRIC AND FIBER OPTIC TO REMAIN EXISTING ±10' UTILITY EASEMENT (TYP.) EXISTING 18" CLAY IRRIGATION LINE TO REMAIN (APPROX.) EXISTING HEADWALL & OVERFLOW WEIR TO REMAIN EXISTING 10' IRRIGATION EASEMENT TO BE VACATED BY THIS PLAT EXISTING 40' UTILITY EASEMENT TO BE VACATED BY THIS PLAT CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 SheetIMPALA REDEVELOPMENTThese 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 18 C 104DEMOLITION PLAN EXISTING CONDITIONS & 5 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. EXISTING OVERHEAD UTILITY OHE ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING PROJECT NO. 370-005 DATE: DECEMBER 28, 2021 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING PROJECT NO. 370-005 DATE: MARCH 17, 2022 ASPHALT REMOVAL ASPHALT PATCH CONCRETE REMOVAL KEYMAP C 102 C 103 C 104 MATCH LINE - SEE SHEET C 103 X X X X X X XXXXXXXXXXXXXXXXXXXX X C CCCCCCCCCCCCCC C C C C C CC BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBN:130065.68 E:182623.99 N:130064.86 E:182695.24 N:129915.06 E:182622.27 N:129914.25 E:182693.52 N:129892.38 E:182756.29 N:130063.93 E:182758.27 N:130063.06 E:182829.50 N:129841.26 E:182626.23 N:129805.77 E:182625.82 N:129802.68 E:182721.00 N:129842.18 E:182721.51 N:129839.87 E:182748.43 N:129804.37 E:182748.02 N:129801.28 E:182843.20 N:129840.78 E:182843.71 N:129896.92 E:182638.94 N:129866.50 E:182631.55 N:129865.57 E:182713.13 N:129896.23 E:182699.43 7' SIDEWALK 6' SIDEWALK 7' SIDEWALK8' S IDEWALK 5' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWALK7' SIDEWALKN:129891.57 E:182827.54 IMPALA CIRCLE SOUTH IMPALA DRIVE6' SIDEWALK 5' SIDEWALKEXISTING 6' SIDEWALK EXISTING 6' SIDEWALK OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: POUDRE R-1 SCHOOL DISTRICT IMPALA CIRCLE5' SIDEWALKOWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER 408 S IMPALA DR. 3' CONCRETE TRAIL 4 4 6 6 4 4 3 1 1 6' RAISED PEDESTRIAN CROSSING/ SPEED TABLE 3 3 3 P P P D D D EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION 2 2 1 2 EASEMENT EXCLUSION 2 2 22 2 2 1 4 1 1 PROPOSED TRASH ENCLOSURE PROPOSED TRASH ENCLOSURE RAIN GARDEN BIOMEDIA AREA PROPOSED 3' CONCRETE RUNDOWN PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) 1 4 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT ±31' FL-FL (TYP.) ±24' FL-FL (TYP.) 9' (TYP.) 9' (TYP.) 9' 9' (TYP.) 18' (TYP.) 18' (TYP.) 9' (TYP.) 18' (TYP.) 9' (TYP.) 9' (TYP.)18' (TYP.) 9'9' (TYP.) 18' (TYP.) 8' (TYP.) 15' (TYP.) 8' (TYP.)15' (TYP.) 26' FL-FL 21' 9' (TYP.) 21' 23' (TYP.)7' (TYP.) 18' (TYP.) PUBLIC ACCESS EASEMENT (WIDTH VARIES) 9' UTILITY EASEMENT 15' (TYP.) 8' (TYP.) PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL 1 1 9' (TYP.) 18' (TYP.) 9' (TYP.) 18' (TYP.) 9' (TYP.) 18' (TYP.) 23' (TYP.) 7' (TYP.) 24' EMERGENCY ACCESS EASEMENT 4 6 PROPOSED STRIPING (TYP.) PROPOSED STRIPING (TYP.) 5 6 6 EXISTING 30" DRIVE-OVER CURB & GUTTER TIE IN TO EXISTING 8' SIDEWALK CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCH LINE - SEE SHEET C 201 SheetIMPALA REDEVELOPMENTThese 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 18 EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 7.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 8.ATTACHED WALK WIDTHS ARE FROM FLOWLINES. 9.SINGLE POINT CURB TRANSITIONS ARE 6'. 10.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 11.ALL CURB & GUTTER CALLS ARE FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: PARKING ASPHALT PAVING PRIVATE CONCRETE FLATWORK SITE SIGN LEGEND SIGNAGE NOTE: SIGN LOCATIONS SHOWN ARE APPROXIMATE. FINAL LOCATION MAY VARY. RESERVED PARKING 2 P D C 2 4 5 6 18" VERTICAL INFLOW CURB & GUTTER 18" VERTICAL OUTFALL CURB & GUTTER PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP COMBINATION ACCESS RAMP X' CONCRETE PAN PUBLIC CONCRETE PAVING PRIVATE CONCRETE PAVING P FIRE LANE 1' SIDEWALK CHASE 2' SIDEWALK CHASE X 2' CONCRETE TRICKLE PAN 1 1 P0TS 3 DRIVE AISLE ASPHALT PAVING ASPHALT PATCH 74' SIDEWALK CULVERT 330" VERTICAL CURB & GUTTER KEYMAP UPC 200CIVIL SITE PLAN 6 C 200 C 201 C 202 X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X XN:129801.28 E:182843.20 N:129840.78 E:182843.71 N:129891.57 E:182827.54 5' SIDEWALKEXISTING 6' SIDEWALK EXISTING 6' SIDEWALK EXI STI N G 6' SI D E W AL K OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER 408 S IMPALA DR. OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: BAILEY, MICHAEL 2213 WOODFORD CT. OWNER: HAUAN, JAMES P/PATRICIA A 2212 WOODFORD CT. OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: STEADMAN, VIVIAN LOUISE 2212 W MAGNOLIA CT. OWNER: VILLAGES, LTD. 400 IMPALA CIR. IMPALA CIRCLE5' SIDEWALK3' CONCRETE TRAIL 3' C O N C R E T E T R AI L 6 6 3 6' RAISED PEDESTRIAN CROSSING/ SPEED TABLE 1 2 1 PROPOSED TRASH ENCLOSURE RAIN GARDEN BIOMEDIA AREA PROPOSED 3' CONCRETE RUNDOWN EXISTING 2' CONCRETE PAN EXISTING STRIPING TO REMAIN EXISTING STRIPING TO REMAIN PROPOSED SAWCUT (TYP.) ±24' FL-FL (TYP.) 9' (TYP.) 18' (TYP.) 9' (TYP.) 26' FL-FL EXISTING 20' DRAINAGE & UTILITY EASEMENT EXISTING 15' UTILITY EASEMENT TO REMAIN PROPOSED LANDSCAPE WALLPROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE RETAINING WALL EXISTING SIDEWALK CULVERT EXISTING HEADWALL & OVERFLOW WEIR EXISTING 2' CONCRETE PAN EXISTING VERTICAL CURB & GUTTER PROPOSED DRIVE-OVER CURB & GUTTER 6 6 PROPOSED STRIPING (TYP.) 5 PROPOSED 6" VERTICAL CURB NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCH LINE - SEE SHEET C 202 SheetIMPALA REDEVELOPMENTThese 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 18 EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 7.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 8.ATTACHED WALK WIDTHS ARE FROM FLOWLINES. 9.SINGLE POINT CURB TRANSITIONS ARE 6'. 10.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 11.ALL CURB & GUTTER CALLS ARE FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: PARKING ASPHALT PAVING PRIVATE CONCRETE FLATWORK SITE SIGN LEGEND SIGNAGE NOTE: SIGN LOCATIONS SHOWN ARE APPROXIMATE. FINAL LOCATION MAY VARY. RESERVED PARKING 2 P D C 2 4 5 6 18" VERTICAL INFLOW CURB & GUTTER 18" VERTICAL OUTFALL CURB & GUTTER PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP COMBINATION ACCESS RAMP X' CONCRETE PAN PUBLIC CONCRETE PAVING PRIVATE CONCRETE PAVING P FIRE LANE 1' SIDEWALK CHASE 2' SIDEWALK CHASE X 2' CONCRETE TRICKLE PAN 1 1 P0TS 3 DRIVE AISLE ASPHALT PAVING ASPHALT PATCH 74' SIDEWALK CULVERT 330" VERTICAL CURB & GUTTER KEYMAP UPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R C 201CIVIL SITE PLAN 7 MATCH LINE - SEE SHEET C 200 C 200 C 201 C 202 XXXXXXXXXXXXXXXXXXXXXXXXXXXXN:129342.72 E:183120.75 N:129341.22 E:183192.07 N:129272.23 E:183190.70 N:129273.57 E:183119.38 WEST MULBERRY STREET 5' SIDEWALK6' SIDEWALK12' CONCRETE TRAILEXI STI N G 6' SI D E W AL K OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: EMPIRE GRANGE 148 2306 W MULBERRY ST. OWNER: KEELER, JACK LEE/ GAIL, MARGARET 2302 W MULBERRY ST. OWNER: RICKETTS, THERESA A. 2300 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR.OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: GODING, BRYAN T. 2218 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. 4 PROPOSED LANDSCAPE WALL PROPOSED 12' ACCESS RAMP EASEMENT EXCLUSION 2 PROPOSED TRASH ENCLOSURE EXISTING 2' CONCRETE PAN EXISTING STRIPING TO REMAIN EXISTING 18" VERTICAL CURB & GUTTER PROPOSED 2' SIDEWALK CULVERT PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) PROPOSED TYPE 1 DRIVEWAY APPROACH (PER LCUASS) 3 18' (TYP.) 8.5' (TYP.) EXISTING 20' DRAINAGE & UTILITY EASEMENT EXISTING 15' UTILITY EASEMENT TO REMAIN 51' ACCESS & UTILITY EASEMENT 10' IRRIGATION EASEMENT RAIN GARDEN BIOMEDIA AREA EXISTING HEADWALL & OVERFLOW WEIR TIE TO EXISTING SIDEWALK EXISTING VERTICAL CURB & GUTTER EXISTING VERTICAL CURB & GUTTER PROPOSED DRIVE-OVER CURB & GUTTER EXISTING 2' CONCRETE PAN PROPOSED STRIPING (TYP.) EXISTING 30" VERTICAL CURB & GUTTER EXISTING 40' UTILITY EASEMENT 5 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCH LINE - SEE SHEET C 201 SheetIMPALA REDEVELOPMENTThese 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 18 EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 7.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 8.ATTACHED WALK WIDTHS ARE FROM FLOWLINES. 9.SINGLE POINT CURB TRANSITIONS ARE 6'. 10.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 11.ALL CURB & GUTTER CALLS ARE FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: PARKING ASPHALT PAVING PRIVATE CONCRETE FLATWORK SITE SIGN LEGEND SIGNAGE NOTE: SIGN LOCATIONS SHOWN ARE APPROXIMATE. FINAL LOCATION MAY VARY. RESERVED PARKING 2 P D C 2 4 5 6 18" VERTICAL INFLOW CURB & GUTTER 18" VERTICAL OUTFALL CURB & GUTTER PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP COMBINATION ACCESS RAMP X' CONCRETE PAN PUBLIC CONCRETE PAVING PRIVATE CONCRETE PAVING P FIRE LANE 1' SIDEWALK CHASE 2' SIDEWALK CHASE X 2' CONCRETE TRICKLE PAN 1 1 P0TS 3 DRIVE AISLE ASPHALT PAVING ASPHALT PATCH 74' SIDEWALK CULVERT 330" VERTICAL CURB & GUTTER KEYMAP UPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R C 202CIVIL SITE PLAN 8 C 200 C 201 C 202 6" W 6" W 6" W 6" W6" W6" W6" W6" W 6" W 6" W EEEEE EEEG GG G G GGGGEE CTVCTVCTVCTVCTVCTVCTVE6" W 6" W 6" W GGGGG G GGGGGCTV CTVCTV CTV CTV CTVCTVCTVCTV CTVCTVCTVCTV CTVCTVCTVCTV CTV CTV CTVE EE E EEEE EE E E EEEE E E E EEEEE E EE GXXVAULT ELEC VAULT ELEC CABLE VAULT ELEC S VAULT ELEC VAULT CABLE VAULT CABLE HYDC CT C C CABLE C TC T C C C T C VAULT ELEC HYDVAULT F.O. X X X X X X XXXXXXXXXXXW WXX XXXXS W W G G G G G G G G G G G GXXXXXE E E E E E E E E E E E 8" SS 8" SS 8" SS S 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSIRRIRRIRR IRR IRR W C S S S FO D D SS D S 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STST16" W16" W16" W16" W16" W16" W16" W16" W 16" W 16" W 16" W 16" W XXX X X X X X XXCTV CTV CTVGGGFOFOFOFOTTTTTGGG FO FOFOFOEE 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W6" W6" W6" W6" W6" W6" W6" W6" W6" WELEC W SSBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBWWFUDSSSWSWFS GGGIRR IRR IRR WT TT IMPALA CIRCLE SOUTH IMPALA DRIVEWEST MULBERRY STREET IMPALA CIRCLE EXISTING 8" SANITARY SEWER EXISTING 16" WATER EXISTING 6" WATER EXISTING GAS LINE EXISTING 8" SANITARY SEWER EXISTING 15" STORM DRAIN EXISTING 36" STORM DRAIN EXISTING 8" WATER EXISTING 10" SANITARY SEWER EXISTING SANITARY SEWER SERVICE EXISTING WATER SERVICE EXISTING CONCRETE PAN 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' FL-FL PROPOSED LANDSCAPE WALL PROPOSED 2' CONCRETE PAN EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION RAIN GARDEN BIOMEDIA AREA ±31' FL-FL (TYP.) EXISTING 8" SANITARY SEWER EXISTING 6" WATER PROPOSED GAS LINE RELOCATION PROPOSED UNDERDRAIN PROPOSED POND OUTLET STRUCTURE PROPOSED STORM DRAIN PROPOSED WATER METER (TYP.) PROPOSED FIRE SERVICE (TYP.) PROPOSED SANITARY SERVICE (TYP.) EXISTING 2' CONCRETE PAN 24' EMERGENCY ACCESS EASEMENT PROPOSED AREA DRAIN (TYP.) PROPOSED 3' CONCRETE RUNDOWN PROPOSED 2' SIDEWALK CULVERT OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER 408 S IMPALA DR. OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: EMPIRE GRANGE 148 2306 W MULBERRY ST. OWNER: KEELER, JACK LEE/ GAIL, MARGARET 2302 W MULBERRY ST. OWNER: RICKETTS, THERESA A. 2300 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: BAILEY, MICHAEL 2213 WOODFORD CT. OWNER: HAUAN, JAMES P/ PATRICIA A 2212 WOODFORD CT. OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: GODING, BRYAN T. 2218 W MULBERRY ST. OWNER: STEADMAN, VIVIAN LOUISE 2212 W MAGNOLIA CT. OLIVE STREET 51' ACCESS & UTILITY EASEMENT EXISTING 10' IRRIGATION EASEMENTEXISTING 18" CLAY IRRIGATION LINE (APPROX.) PROPOSED WATER SERVICE PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED STORM DRAIN PROPOSED 2' SIDEWALK CULVERT PROPOSED 18" CLAY IRRIGATION LINE RELOCATION PROPOSED LANDSCAPE WALL RAIN GARDEN BIOMEDIA AREA EXISTING HEADWALL & OVERFLOW WEIR EXISTING HEADWALL & OVERFLOW WEIR NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetIMPALA REDEVELOPMENTThese 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 18 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R C 300OVERALL UTILITY PLAN 9 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS , LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS , LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE 4.5'-5.5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT SS PROPOSED LOT LINE EXISTING ROW EXISTING CABLE CTV W KEYMAP C 301 C 302 C 303 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W EEEEEEEEEEE E EEEEEEEEEG G GGGG G G G G G GGGGGGGGGGEEEEEEE CTVCTVCTVCTVCTVEEE6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" WCTV CTV CTV CTV CTVCTV CTV CTV CTVCTVEEEEEE E E E EE E E E E E E E E E VAULT ELEC VAULT ELEC CABLE VAULT ELEC S VAULT ELEC VAULT CABLE VAULT CABLE HYDC C VAULT ELEC X X X X X X X G GXXXXXXXXXXXXXE E 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS W S S FO 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W X X X X X X XGGGGGGGGGFOFO FOFOFOFOFOFOFOFOFOFOTTTTTTTTTTTTT T G G BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBW WF UD UD UD SSSWSWFSWT TT IMPALA CIRCLE SOUTH IMPALA DRIVE26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' FL-FL 7' SIDEWALK 6' SIDEWALK 7' SIDEWALK8' S IDEWALK 5' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWALK7' SIDEWALK5' SIDEWALKEASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION PROPOSED UNDERDRAIN PROPOSED WATER METER (TYP.) PROPOSED FIRE SERVICE (TYP.) PROPOSED SANITARY SERVICE (TYP.) PROPOSED SANITARY CLEANOUT EXISTING 8" SANITARY SEWER EXISTING 16" WATER EXISTING 8" SANITARY SEWER EXISTING 6" WATER PROPOSED 2' CONCRETE PAN EXISTING BUILDINGS (TYP.) EXISTING ELECTRIC LINES (TYP.) EXISTING 6' CONCRETE PAN EXISTING TELEPHONE LINE EXISTING GAS LINE EXISTING 8" SANITARY SEWER EXISTING SANITARY SEWER MANHOLE (TYP.) EXISTING 6" WATER EXISTING FIRE HYDRANT EXISTING FIBER OPTIC LINE EXISTING 16" WATER PROPOSED SANITARY SERVICE (TYP.) ±31' FL-FL (TYP.) ±24' FL-FL (TYP.) IMPALA CIRCLE PROPOSED AREA DRAIN (TYP.) PROPOSED AREA DRAIN (TYP.) PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN 5' SIDEWALKEXISTING CABLE TV LINE (TYP.) PROPOSED WATER SERVICE (TYP.) PROPOSED WATER SERVICE (TYP.) EXISTING 6" WATER PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PUBLIC ACCESS EASEMENT (WIDTH VARIES) 9' UTILITY EASEMENT 3' CONCRETE TRAIL 24' EMERGENCY ACCESS EASEMENT PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED LANDSCAPE WALL RAIN GARDEN BIOMEDIA AREA PROPOSED LANDSCAPE WALL OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER 408 S IMPALA DR. NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS , LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS , LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE 4.5'-5.5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT SS PROPOSED LOT LINE EXISTING ROW EXISTING CABLE CTV W KEYMAP UPSheetIMPALA REDEVELOPMENTThese 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 18 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 MATCH LINE - SEE SHEET C 302 C 301UTILITY PLAN 10 C 301 C 302 C 303 6" W 6" W 6" W6" W6" W6" W6" W6" WG G GGGG G G G G G G G G G GEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEE6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W G GGGGGGGGGGG GGGGGGGGGGGGGCTV CTV CTV CTV CTVCTV CTV CTV CTVCTV C T V CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTVCTV CTV CTV CTVCTVCTVCTV CTVCTVCTVCTV CTVCTV CTV C T V CTVCTVCTV CTV CTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTV CTV CTVCTVCTVEEE E EE E E E E E E E EEEEEEEEEE EEEEE E E E E EEE E E EEEEEEEE EEEE E E E E E E E E E E EEEEEEEEEEEE E E E E E E EEE E E CABLE VAULT ELEC S VAULT ELEC VAULT CABLE VAULT CABLE HYDC CT C C CABLE C TC T C C C T C VAULT ELEC X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXW W W WW WXXXXX XXXXXXS W W G G G G G G G G G G E E E E E E E E E E E GGGG G GG8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS S 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSXXXXXXXX X X X X X X X X X X X X X X X X6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" WELECW UD UD UD SF26' FL-FL PROPOSED 2' CONCRETE PAN 5' SIDEWALKPROPOSED UNDERDRAIN PROPOSED POND OUTLET STRUCTURE PROPOSED WATER METER (TYP.) PROPOSED SANITARY CLEANOUT EXISTING 8" SANITARY SEWER EXISTING CONCRETE PAN EXISTING 8" SANITARY SEWER PROPOSED 2' CONCRETE PAN EXISTING BUILDINGS (TYP.) EXISTING 6" WATER EXISTING 8" SANITARY SEWER EXISTING ELECTRIC LINES (TYP.) EXISTING GAS LINE (TYP.) EXISTING BUILDINGS (TYP.) EXISTING 6' CONCRETE PAN EXISTING FIRE HYDRANT EXISTING 2' CONCRETE PAN EXISTING CABLE TV LINE (TYP.) EXISTING 20' DRAINAGE EASEMENT TO REMAIN PROPOSED SANITARY SERVICE (TYP.) ±24' FL-FL (TYP.) IMPALA CIRCLE5' SIDEWALKEXISTING CABLE TV LINE (TYP.) EXISTING CABLE TV LINE (TYP.) PROPOSED WATER SERVICE (TYP.) PROPOSED STORM DRAIN 3' CONCRETE TRAIL 3' C O N C R E T E T R AI L PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL DETENTION POND 1 RAIN GARDEN BIOMEDIA AREA EXISTING SIDEWALK CULVERT EXISTING HEADWALL & OVERFLOW WEIR OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER 408 S IMPALA DR. OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: BAILEY, MICHAEL 2213 WOODFORD CT. OWNER: HAUAN, JAMES P/PATRICIA A 2212 WOODFORD CT. OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: STEADMAN, VIVIAN LOUISE 2212 W MAGNOLIA CT. OWNER: VILLAGES, LTD. 400 IMPALA CIR. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS , LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS , LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE 4.5'-5.5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT SS PROPOSED LOT LINE EXISTING ROW EXISTING CABLE CTV W KEYMAP UPSheetIMPALA REDEVELOPMENTThese 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 18 MATCH LINE - SEE SHEET C 303 C 302UTILITY PLAN 11 MATCH LINE - SEE SHEET C 301 C 301 C 302 C 303 CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGG G G G G GGGGGGGCTVCTVCTV CTVCTVCTVCTV CTVCTVCTVCTVCTV CTVCTVCTVCTVCTV CTV CTV CTV CTVCTV CTV CTVCTVCTVEEE E E EEEEEEE EE E E E E EEEEEEEE E E EEE E E GGGGGXXXXXXCABLE C TC C T C HYDVAULT F.O.XXXXXXXXXXXXXXXXXXXXXXG G G G G G E E E E E GGGGG S 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSIRR IRRIRRIRRIRRIRRIRR IRR IRR IRR IRR IRR IRR IRR C D SS D 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFO FOEEEEE E 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" WELECW W SS SS SS GGGGGGGGUDUDIRRIRR IRR IRR IRR IRR IRR IRR WEST MULBERRY STREET PROPOSED LANDSCAPE WALL 6' SIDEWALK12' CONCRETE TRAILEASEMENT EXCLUSION PROPOSED STORM DRAIN EXISTING 15" STORM DRAIN EXISTING SANITARY SEWER SERVICE EXISTING WATER SERVICE EXISTING 8" SANITARY SEWER EXISTING 6" WATER EXISTING 8" SANITARY SEWER PROPOSED 2' SIDEWALK CULVERT EXISTING 36" STORM DRAIN EXISTING GAS LINE EXISTING 10" SANITARY SEWER EXISTING 8" WATER EXISTING BUILDINGS (TYP.) EXISTING FIBER OPTIC LINE EXISTING 2' CONCRETE PAN EXISTING SANITARY SEWER MANHOLE (TYP.) EXISTING CABLE TV LINE (TYP.) 10' IRRIGATION EASEMENT PROPOSED 18" PVC IRRIGATION LINE RELOCATION 51' ACCESS & UTILITY EASEMENT PROPOSED GAS LINE RELOCATION EXISTING STORM DRAIN MANHOLE (TYP.) EXISTING 20' DRAINAGE EASEMENT TO REMAIN PROPOSED UNDERDRAIN EXISTING 18" CLAY IRRIGATION LINE PROPOSED RIP-RAP RUNDOWN DETENTION POND 2 RAIN GARDEN BIOMEDIA AREA OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: EMPIRE GRANGE 148 2306 W MULBERRY ST. OWNER: KEELER, JACK LEE/ GAIL, MARGARET 2302 W MULBERRY ST. OWNER: RICKETTS, THERESA A. 2300 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: GODING, BRYAN T. 2218 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. EXISTING 40' UTILITY EASEMENT PROPOSED 2' SIDEWALK CHASE NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS , LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS , LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE 4.5'-5.5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT SS PROPOSED LOT LINE EXISTING ROW EXISTING CABLE CTV W KEYMAP UPSheetIMPALA REDEVELOPMENTThese 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 18 MATCH LINE - SEE SHEET C 302 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R C 303UTILITY PLAN 12 C 301 C 302 C 303 UD IRR IRR IRR XXX X X X X X XXXXXXXXXXXXXXXXXXXXXXD D D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTXXXXXXXXXXBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBSOUTH IMPALA DRIVEWEST MULBERRY STREET IMPALA CIRCLE EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT ±31' FL-FL (TYP.) 26' FL-FL PROPOSED LANDSCAPE WALL12' CONCRETE TRAILPROPOSED 2' CONCRETE PAN PROPOSED UNDERDRAIN PROPOSED POND OUTLET STRUCTURE PROPOSED STORM DRAIN EXISTING 15" STORM DRAIN OLIVE STREET FFE=96.15 FFE=95.48 FFE=93.42 FFE=92.42 FFE=91.42 FFE=93.75 FFE=90.72 FFE=94.59 FFE=86.02 RAIN GARDEN BIOMEDIA AREA DETENTION POND 1 24' EMERGENCY ACCESS EASEMENT 51' ACCESS & UTILITY EASEMENT IMPALA CIRCLE EXISTING DRAINAGE OUTFALL PROPOSED 2' SIDEWALK CULVERT EXISTING 36" STORM DRAIN DETENTION POND 2 PROPOSED 2' CONCRETE PANPROPOSED 3' CONCRETE RUNDOWN PROPOSED RIP-RAP RUNDOWN PROPOSED STORM DRAIN FFE=93.59 RAIN GARDEN BIOMEDIA AREA EXISTING CONCRETE PAN EXISTING CONCRETE PAN EXISTING SIDEWALK CULVERT PROPOSED UNDERDRAIN PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALLS PROPOSED RETAINING WALL PROPOSED SIDEWALK CULVERT OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER 408 S IMPALA DR. OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: EMPIRE GRANGE 148 2306 W MULBERRY ST. OWNER: KEELER, JACK LEE/ GAIL, MARGARET 2302 W MULBERRY ST. OWNER: RICKETTS, THERESA A. 2300 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: BAILEY, MICHAEL 2213 WOODFORD CT. OWNER: HAUAN, JAMES P/ PATRICIA A 2212 WOODFORD CT. OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: GODING, BRYAN T. 2218 W MULBERRY ST. OWNER: STEADMAN, VIVIAN LOUISE 2212 W MAGNOLIA CT. NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetIMPALA REDEVELOPMENTThese 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 18 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R C 400OVERALL GRADING PLAN 13 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK KEYMAP C 401 C 402 C 403 UD UD UD X X X X X X XXXXXXXXXXXXXXXXXXXX XUPBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBFFE=96.15 FFE=92.42 FFE=93.75 FFE=93.59 FFE=90.72 FFE=91.42 FFE=93.42 FFE=95.48 IMPALA CIRCLE SOUTH IMPALA DRIVE26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' FL-FL 7' SIDEWALK 6' SIDEWALK 7' SIDEWALK 6' SIDEWALK6' SIDEWALK6' SIDEWALK7' SIDEWALK6' SIDEWALK 5' SIDEWALK7' SIDEWALKFFE=94.59 RAIN GARDEN BIOMEDIA AREA PROPOSED 6' CONCRETE PAN PROPOSED UNDERDRAIN EXISTING BUILDINGS (TYP.) EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION 5' SIDEWALK24' EMERGENCY ACCESS EASEMENT PROPOSED 2' CONCRETE PAN IMPALA CIRCLE ±31' FL-FL (TYP.) ±24' FL-FL (TYP.)5' SIDEWALKPUBLIC ACCESS EASEMENT (WIDTH VARIES) 9' UTILITY EASEMENT 3' TRAIL PROPOSED LANDSCAPE WALL PROPOSED AREA DRAIN (TYP.) PROPOSED AREA DRAIN (TYP.) PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED ROCK WALL STEPS PROPOSED LANDSCAPE WALL PROPOSED STAIRS PROPOSED RAMP EXISTING 30" DRIVE-OVER CURB & GUTTER EXISTING VERTICAL CURB & GUTTER PROPOSED SAWCUT (TYP.) PROPOSED 2' SIDEWALK CHASE 9 4 . 5 1 92.9395.489 5 . 4 8 9 4 . 8 1 9 4 . 8 194.819 5 . 4 895.489 4 . 8 1 94.8193.25 90.759 3 . 6 1 90.46 9 2 . 2 7 93.0893.75 93.08 92.5892.290.5% 8.2%7.8%93.759 2 . 9 2 92.92 93.929 3 . 9 2 9 0 . 0 5 9 0 . 0 5 9 0 . 0 5 9 0 . 0 5 88.208 8 . 6 3 88.70 8 9 . 8 3 9 0 . 3 2 9 2 . 8 8 9 3 . 1 4 88.27(88.00)(88.42)(92.69)(94.92)91.75 92.7592.759 2 . 7 5 9 1 . 7 5 9 0 . 7 4 9 0 . 7 5 90.751.9%1.9%0.6%94.59(94.22) 1.8%0.7%PROPOSED CHASE PROPOSED 3' CONCRETE PAN & RUNDOWN1.9%1.5%1.5%0.5%1.0%0.5%88.450. 6 % 0.5%1.8%3.0%0.9%(0.2%)2.2 % 4.0% 3.1%2.0%1.9%2.0% 3.0% 0.6%86.3484.84PROPOSED LANDSCAPE WALL PROPOSED CHASE 8 4 . 5 8 8 6 . 4 0 87.40(88.31)OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER 408 S IMPALA DR. NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 KEYMAP UPSheetIMPALA REDEVELOPMENTThese 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 18 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK 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 MATCH LINE - SEE SHEET C 402 C 401GRADING PLAN 14 C 401 C 402 C 403 UD UD UD X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X26' FL-FL 5' SIDEWALK7' SIDEWALKDETENTION POND 1 RAIN GARDEN BIOMEDIA AREA PROPOSED 6' CONCRETE PAN PROPOSED UNDERDRAIN PROPOSED 2' CONCRETE PAN PROPOSED STORM DRAIN EXISTING BUILDINGS (TYP.) EXISTING BUILDINGS (TYP.) EXISTING 2' CONCRETE PAN EXISTING 2' CONCRETE PAN5' SIDEWALKPROPOSED 2' CONCRETE PAN IMPALA CIRCLE ±24' FL-FL (TYP.) 3' TRAIL 3' TR AI L PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED 2' SIDEWALK CHASE 9 0 . 0 5 9 0 . 0 5 88.2088.6388.7088.27(88.00)(88.42)9 0 . 7 5 PROPOSED 3' CONCRETE PAN & RUNDOWN1.5%1.5%0.5%1.0%0.5%88.450. 6 % 2.0% 0.6%86.3484.840.5 %0.5%3.1%PROPOSED OUTLET STRUCURE EXISTING OVERFLOW WEIR(0.2%)(1.0%)84.5185.5187.0485.54(84.48)82.718 4 . 5 8 (84.72)86.4087.40(86.86)(8 6 . 5 9 )(0.3%)EXISTING VERTICAL CURB & GUTTER(88.31)OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER 408 S IMPALA DR. OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: BAILEY, MICHAEL 2213 WOODFORD CT. OWNER: HAUAN, JAMES P/PATRICIA A 2212 WOODFORD CT. OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: STEADMAN, VIVIAN LOUISE 2212 W MAGNOLIA CT. OWNER: VILLAGES, LTD. 400 IMPALA CIR. EXISTING SIDEWALK CULVERT PROPOSED 6" VERTICAL CURB NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 KEYMAP UPSheetIMPALA REDEVELOPMENTThese 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 18 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK MATCH LINE - SEE SHEET C 403 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R C 402GRADING PLAN 15 MATCH LINE - SEE SHEET C 401 C 401 C 402 C 403 UDUD XXXXXXXXXXXXXXXXXXXXXXXXXXXXD D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTST975085 (NAVD88)5084 (NAVD88)5083 (NAVD88)5082 (NAVD88)FFE=86.02 WEST MULBERRY STREET 5' SIDEWALK6' SIDEWALK12' CONCRETE TRAILDETENTION POND 2 PROPOSED STORM DRAIN EXISTING BUILDINGS (TYP.) PROPOSED 2' SIDEWALK CULVERT EXISTING 2' CONCRETE PAN EXISTING 15" STORM DRAIN EXISTING 36" STORM DRAIN EASEMENT EXCLUSION PROPOSED RIP-RAP RUNDOWN EXISTING 10' IRRIGATION EASEMENT 51.5' ACCESS & UTILITY EASEMENT EXISTING HEADWALL & OVERFLOW WEIR RAIN GARDEN BIOMEDIA AREA PROPOSED STORM DRAIN(86.86)(8 6 . 5 9 ) PROPOSED SAWCUT 83.4082.088 3 . 0 8 85.358 5 . 3 5 8 5 . 3 9 (83.05)84.8585.35 85.3584.54(84.62)84. 3 3 81.33(0.2%)(4.1%)(1.7%)(0.3%)2.3%(1.0%) 1.3%1.4%(1.4%)(0.4%)PROPOSED SAWCUT EXISTING VERTICAL CURB & GUTTER TIE TO EXISTING SIDEWALK EXISTING VERTICAL CURB & GUTTER EXISTING VERTICAL CURB & GUTTER OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: EMPIRE GRANGE 148 2306 W MULBERRY ST. OWNER: KEELER, JACK LEE/ GAIL, MARGARET 2302 W MULBERRY ST. OWNER: RICKETTS, THERESA A. 2300 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR.OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: GODING, BRYAN T. 2218 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. CITY OF FORT COLLINS 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 KEYMAP UPSheetIMPALA REDEVELOPMENTThese 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 18 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK MATCH LINE - SEE SHEET C 402 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R C 403GRADING PLAN 16 C 401 C 402 C 403 XXX XXXXXX XX X XXX XXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXWW WW WWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WW WWWWWWWWWWWWWWWWWWWW WW WWWWWWWWWW WWWWWWWWWW WWWWIRRIRRIRR IRR IRR D D D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTXXXXXXXXXXTTTTT45088 (NAVD88)28975087 (NAVD88)5086 (NAVD88)5085 (NAVD88)5084 (NAVD88)5083 (NAVD88)5082 (NAVD88)5081 (NAVD88)5080 (NAVD88)POND 1 POND 2 100 101 OS1 IMPALA CIRCLE SOUTH IMPALA DRIVEWEST MULBERRY STREET IMPALA CIRCLE OLIVE STREET EXISTING 15" STORM DRAIN EXISTING 36" STORM DRAIN EXISTING 2' CONCRETE PAN EXISTING HEADWALL & OVERFLOW WEIR EXISTING HEADWALL & OVERFLOW WEIR CITY OF FORT COLLINS 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE OS1 200 OS2 100 OS4 102 101 OS3 C 500DRAINAGE EXHIBITHISTORIC17 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: 1.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED APRIL 13, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION SheetIMPALA REDEVELOPMENTThese 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 18 XXX X X X X X XXXXXXXXXXXXXXXXXXXXXXD D D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTXXXXXXXXXXW SS4 2897BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBOS1 102 200 OS2 101 OS3 100 101 OS1 102 UDTT T 200 OS3 OS4 OS2 EXISTING 10' EASEMENT IMPALA CIRCLE SOUTH IMPALA DRIVEWEST MULBERRY STREET IMPALA CIRCLE OLIVE STREET DETENTION POND 2 RAIN GARDEN 1 DETENTION POND 1 EXISTING 36" STORM DRAIN EXISTING 15" STORM DRAIN PROPOSED 6' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED OUTLET STRUCTURE EXISTING 2' CONCRETE PAN PROPOSED 2' SIDEWALK CULVERT PROPOSED RIPRAP RUNDOWN PROPOSED STORM DRAIN PROPOSED 4' CONCRETE RUNDOWN RAIN GARDEN 2 PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN OS4 PROPOSED 2' CONCRETE PAN 100 EXISTING HEADWALL EXISTING HEADWALL OS5 OS5 5088 (NAVD88)5087 (NAVD88)5086 (NAVD88)5085 (NAVD88)5084 (NAVD88)5083 (NAVD88)5082 (NAVD88)5081 (NAVD88)5080 (NAVD88)CITY OF FORT COLLINS 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE C 501DRAINAGE EXHIBIT18 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: 1.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED APRIL 13, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION SheetIMPALA REDEVELOPMENTThese 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 18