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Home My WebLink AboutJEROME STREET STATION - PDP210009 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSE. VINE DRIVEN. COLLEGE AVENUECHERRY STREET CAC H E L A P O U D R E R I V E R 8'-0" UTIL ESMT 26'-0" ROW 8'-0" UTIL ESMT 4'-0"5'-0"21'-0" TRAVEL LANES 17'-0" OFF STREET PARKING 5'-0"5'-0" ATTACHED WALK PROTECTED BIKE LANE TREE GRATES WALK SheetJEROME STREET STATIONThese 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 13 CS1 COVER STEET1 Original Field Survey: Northern Engineering Project No. 1124-005 Date: June 16, 2020 MAY, 2021 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH BENCHMARK: #1 City of Fort Collins Benchmark 1-00 Elevation=4968.740 Basis of Bearings The Basis of Bearings is the West line line of the Southwest Quarter of Section 1-7-69 as bearing South 00° 38' 34" West (assumed bearing) and monumented as shown on the Plat. PROJECT BENCHMARKS: JEROME STREET STATION PROJECT TEAM: SHEET INDEX FIELD SURVEY BY: PASCAL STREET CROSS SECTION 1 CS1 COVER SHEET 2 CS2 GENERAL & CONSTRUCTION NOTES 3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN 4 PV1 PAVING PLAN UTILITY SHEETS 5 OU1 OVERALL UTILITY PLAN 6 U1 DETAILED UTILITY PLAN 7 U2 DETAILED UTILITY PLAN GRADING SHEETS 8 OG1 OVERALL GRADING PLAN 9 G1 DETAILED GRADING PLAN 10 G2 DETAILED GRADING PLAN ROADWAY SHEETS 11 R1 ROADWAY PLAN & PROFILE, PASCAL STREET DRAINAGE SHEETS 12 EC1 EROSION CONTROL & FLOODPLAIN EXHIBIT 13 DR1 DRAINAGE EXHIBIT PRELIMINARY CONSTRUCTION PLANS FOR UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840 ELECTRIC--------City of Fort Collins Light & Power--Rob Irish (970) 224-6167 CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 WASTEWATER--City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 STORMWATER-City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 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 PROJECT LOCATION Northern Engineering Services, Inc. Shane Ritchie 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR 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 Black Timber Land Company Russell Baker 417 Jefferson Street Fort Collins, CO 80524 (970) 267-7721 ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ Ripley Design, Inc. Alex Garvert 419 Canyon Avenue, Suite 200 Fort Collins, Colorado 80521 (970) 224-5828 Anderson Consulting Engineers Gregory J. Koch 375 East Horsetooth Road, Suite 5101 Fort Collins, Colorado 80525 (970) 226-0120 FLOOD PLAIN ENGINEER BLOCK 1 & TRACT JJJ, OLD TOWN NORTH, AND LOT 2, BLOCK 1, WILL SUBDIVISION, LOCATED IN THE NORTHWEST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 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: SheetJEROME STREET STATIONThese 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 13 CS2 CONSTRUCTION NOTESGENERAL &2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 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 May 26th, 2021 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 City of Fort Collins Benchmark 1-00 ELEV. = 4968.740 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the West line line of the Southwest Quarter of Section 1-7-69 as bearing South 00° 38' 34" West (assumed bearing) and monumented as shown on the Plat. 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 Jerome Street Station. 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 May 26th, 2021 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. 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. 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V.P.FE SFE SF E SF E SF E SFE SS FE SD S S D D S S S D D D S SGAS / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXWWWWWWWWWWWW EEWWWWWWWWE EEEEEGGGGGGGGGGGGGGGG G ST ST ST ST SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS ST ST STSTSTSS XXXXXXXXXXXXEEEEEFOFOFOFOFOGGGWWXXESSOHUOHU OHU OHU VAULT ELEC D S CONTROL IRR CONTROL IRR GAS LID S ELEC ELEC MHE E E E EOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSSSSSEAST SUNGIA ROAD OSIANDER STREET CAJETAN STREET PASCA L S T R E E TJEROME STREET ALL KINDS INVESTMENTS, 910 N COLLEGE AVE, FORT COLLINS DEMO EXISTING 8' CONCRETE PAN DEMO EXISTING 8' CONCRETE PAN DEMO EXISTING PEDESTRIAN RAMP DEMO EXISTING PEDESTRIAN RAMP DEMO EXISTING PEDESTRIAN RAMP DEMO EXISTING PEDESTRIAN RAMP DEMO EXISTING BLOW OFF HYDRANT DEMO EXISTING BLOW OFF HYDRANT DEMO EXISTING 3' CONCRETE TRICKLE CHANNEL REMOVE EXISTING TREE (TYP.) REMOVE EXISTING METAL POSTS (TYP.) DEMO EXISTING GRAVEL ROAD EXISTING SIGN DEMO EXISTING FES EXISTING FES EXISTING 18" RCP DEMO EX-STORM MH RIM=4964.97 INV OUT=4960.75 (S) EXISTING FESDEMO ± 83' OF EXISTING STORM LINE. LEAVE STUB OUT FOR PROPOSED STORM CONNECTION (SEE SHEET OU1 FOR MORE INFORMATION) EX-STORM MH RIM=4965.35 EX-STORM MH RIM=4965.34 EX-STORM MH RIM=4965.18 INV OUT=4961.45 (S) 24" RCP EX-STORM MH RIM=4970.03 INV=4959.43 (W, E) EX-STORM MH RIM=4970.54 INV=4958.66 (W, E) EXISTING 36" RCP (STORM) EX-CHAIN LINK FENCE EX-SAN MH RIM=4968.77 INV IN=4960.95 (E) INV OUT=4960.87 (S) EX-SAN MH RIM=4967.69 INV IN=4959.99 (N) INV OUT=4959.82 (S) EX-SAN MH RIM=4966.47 INV=4958.78 (N, E, SE) EX-SAN MH RIM=4963.95 INV IN=4956.53 (N) INV IN=4956.25 (W) INV OUT=4955.75 (S) EX-SAN MH RIM=4964.48 INV IN=4957.66 (N) INV OUT=4957.48 (E) EX-SAN MH RIM=4965.40 INV=4958.74 (N, S) EX-SAN MH RIM=4966.71 INV=4960.03 (W, S) EXISTING SAN MH RIM=4964.63 INV IN=4957.59 (NW, E) INV OUT=4957.42 (S) EX-SAN MH RIM=4964.02 INV IN=4958.97 (N) INV OUT=4957.74 (S) LOT 1, BLOCK 1, WILL SUBDIVISION EX-30' UTILITY & DRAINAGE EASEMENT R.O.W. PER WILL SUBDIVISION NORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)EXISTING 24" SANITARY PVC EXISTING 15' UTILITY EASEMENT EXISTING FIRE HYDRANT BOWL FORT COLLINS LLC 830 N COLLEGE AVE, FORT COLLINS LAND W PROPERTIES 742 N COLLEGE AVE, FORT COLLINS EXISTING STREET LIGHT (TYP.) EXISTING 8" WATER LINE EXISTING GAS LINE EXISTING FIRE HYDRANT EXISTING ELECTRICAL VAULT (TYP.) EXISTING 20' SEWER LINE EASEMENT EXISTING 9' UTILITY EASEMENT EXISTING 30' GAS LINE EASEMENT EXISTING 20' SEWER LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTH 50' - EXISTING UNDERGROUND ELECTRIC UTILITY EXISTING TREE TO REMAIN (TYP.) EXISTING 8" WATER LINE VACATE EXISTING 15' DRAINAGE EASEMENT VACATE EXISTING TEMPORARY EMERGENCY ACCESS EASEMENT (WIDTH VARIES) TEMPORARY TURN-AROUND EASEMENT PER PLAT OF OLD TOWN NORTH TO BE VACATED DEMO EXISTING CONCRETE PAD & STORM INLETS EXISTING 10' DRAINAGE EASEMENT DEMO EX-STORM LINE (CONTRACTOR TO VERIFY EXISTENCE AND LOCATION) DEMO EX-CHAIN LINK FENCE LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH 30' UTILITY EASEMENT PER WILL SUBDIVISION VACATE EXISTING 20' TEMPORARY EMERGENCY ACCESS EASEMENT DEMO 33' ± OF EXISTING 18" RCP (x3) 100-YR FLOODPLAIN (CURRENT EFFECTIVE) EXISTING STORM INLET.) CONTRACTOR TO ENSURE EXISTING SANITARY LINE REMAINS UNDAMAGED DURING REMOVAL OF TREES IN THIS AREA TRACT JJJ TO BE VACATED SheetJEROME STREET STATIONThese 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 13 EX1 DEMOLITION PLANEXISTING CONDITIONS &3 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 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER SS 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. 1124-005 DATE: JUNE 16, 2020 EXISTING GRAVEL (TO BE REMOVED) EXISTING CONCRETE (TO BE DEMOED) VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFIC VAULT VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR V.P. V.P. GAS / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEEEEEEEEXXXXXXXXXXXXEEEEEFOFOFOFOFOXXEOHUOHU OHU OHU VAULT ELEC CONTROL IRR CONTROL IRR GAS ELEC ELECEE E E EOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST SUNGIA ROAD OSIANDER STREET CAJETAN STREET PASCA L S T R E E TJEROME STREET 8.5' 16' 18' 8.5' 16' 8.5' 18'8.5' 24' - 26' - 42' ROW 24' ALL KINDS INVESTMENTS, 910 N COLLEGE AVE, FORT COLLINS BOWL FORT COLLINS LLC 830 N COLLEGE AVE, FORT COLLINS LAND W PROPERTIES 742 N COLLEGE AVE, FORT COLLINS NORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)8' PAN 8' PAN 85' ROW 50' - 16' 8.5' 8' PAN PEDESTRIAN RAMP PEDESTRIAN RAMP PEDESTRIAN RAMPPEDESTRIAN RAMP PROJECT BOUNDARY 8" SIDEW A L K 4" SI D E W A L K 10.5' SI D E W A L K 10 . 5 ' S I D E W A L K ROLL OVER CURB & GUTTER STORM INLET (TYP.) ROLL OVER CURB & GUTTER 24" VERTICAL CURB & GUTTER 24" VERTICAL CURB & GUTTER BUILDING A BUILDING B BUILDING C BUILDING DBUILDING E BUILDING F 7.5' SIDEWALK8' SIDEWALK7' SIDEWALK25' ACCESS DRIVE 8.5'8.88' 16'5.5' SIDEWALK20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT5.5' SIDEWALK5' SIDEWALK24' EXISTING 30' UTILITY & DRAINAGE EASEMENT EXISTING 20' SEWER LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTH EXISTING 10' DRAINAGE EASEMENT LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH 23' 8' PROPOSED BICYCLE RACK (TYP.) EXISTING 30' GAS LINE EASEMENT EDGE OF PROPOSED COVER PARKING PROPOSED 3' TRICKLE CHANNEL PROPOSED PLANTER (TYP.) RAISED PEDESTRIAN CROSSING(S) SheetJEROME STREET STATIONThese 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 13 PV1 PAVING PLAN4 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 EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER THE 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 THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS 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 LARIMER COUNTY URBAN AREA STREET 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. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT ASPHALT PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: CONCRETE PAVING VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFIC VAULT VAULT ELEC HY D VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC HY D CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR V.P. V.P. F E SF E SFE SS FE SS S D D S S S D D D S SGAS / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXWWWWWWWWWWWW EEWWWWWWWWE EEEEEGGGGGGGGGGGGGGGG G ST ST ST ST SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS ST ST STSTSS XXXXXXXXXXXXEEEEEFOFOFOFOFOGGGWWXXESSOHUOHU OHU OHU VAULT ELEC D S CONTROL IRR CONTROL IRR GAS LID S ELEC ELEC MHE E E E EOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSSSSSEAST SUNGIA ROAD OSIANDER STREET CAJETAN STREET PASCA L S T R E E TJEROME STREET ALL KINDS INVESTMENTS, 910 N COLLEGE AVE, FORT COLLINS BOWL FORT COLLINS LLC 830 N COLLEGE AVE, FORT COLLINS LAND W PROPERTIES 742 N COLLEGE AVE, FORT COLLINS GGGGGGGTTWWSSSSSSSSS SSSSSSSSSSSSSWWEET EEEEEEEEEEEETTTPROPOSED FH CONNECT TO EXISTING SANITARY LINE SANITARY SEWER SERVICE (TYP.) PROPOSED 8" SANITARY SEWER LINE SANITARY SEWER MANHOLE (TYP.) UNDERGROUND STORM WATER DETENTION BASIN UNDERGROUND STORM WATER DETENTION BASIN PROPOSED STORM INLET (TYP.) PROPOSED STORM INLET (TYP.) PROPOSED STORM INLET (TYP.) STORM MANHOLE (TYP.) POTABLE WATER SERVICE AND METER (TYP.) PROPOSED FH CONNECT TO EXISTING WATER LINE CONNECT TO EXISTING WATER LINE STUB OUT &GV BUILDING A BUILDING B BUILDING C BUILDING DBUILDING E BUILDING F PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED FES PROPOSED STORM LINE EXISTING SANITARY SEWER CONNECT TO EXISTING STORM LINE(S) 24' - 26' - 42' ROW CONNECT TO EXISTING STORM LINE PROPOSED 8" WATERLINE PROPOSED 8" WATERLINE PROPOSED STREET LIGHT (TYP.) PROPOSED STREET LIGHT (TYP.)NORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)EXISTING 30' UTILITY & LINEAGE EASEMENT EXISTING 15' UTILITY EASEMENT EXISTING 20' SEWER LINE EASEMENT EXISTING 9' UTILITY EASEMENT EXISTING 30' GAS LINE EASEMENT EXISTING 20' SEWER LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTH EXISTING 10' LINEAGE EASEMENT LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH SANITARY SEWER SERVICE (TYP.) PROPOSED GAS LINE PROPOSED UNDERGROUND ELECTRICAL UTILITY EXISTING 8" WATER LINE EXISTING 8" WATER LINE EXISTING FIRE HYDRANT EXISTING 30' UTILITY EASEMENT PROPOSED POND PROPOSED 3' CONCRETE TRICKLE CHANNEL PROPOSED 3' CONCRETE TRICKLE CHANNEL PROPOSED ELECTRICAL TRANSFORMER (TYP.) PROPOSED STORM LINE PROPOSED STORM LINE MANHOLE w/ POND OUTLET STRUCTURE PROPOSED STORM LINE SheetJEROME STREET STATIONThese 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 13 OU1 OVERALL UTILITY PLAN5 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 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 THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5' WATER LINE 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 LARIMER COUNTY URBAN AREA STREET 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. 11.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFIC VAULT VAULT ELEC HY DVAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE C.O.H2OCONTROL IRR CONTROL IRR C.O. C.O.C.O.CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR V.P. V.P. S S D D S S / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX XXXXXXXXWWWWWWWW WWWWWWEEWW WWWWW WWWWWWWWWW W W W W W W W WEEEEEEEEEE EGGGGGGGGGGGGGGG G G ST ST ST ST ST ST ST ST ST SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS EAST SUNGIA ROAD OSIANDER STREET CAJETAN STREET JEROME STREETSEETSTA. 18+92.00 8"x6" TEE w/ TB 1 - 8" GV (W) 1 - 6" GV (N) 1 - FH ASSEMBLY (N) N:135275.25 E:195410.01 STA. 19+87.10 8"x8" TEE w/ TB 1 - 8" GV (W) N:135274.18 E:195505.10 BUILDING A BUILDING B EXISTING 15' UTILITY EASEMENT 50' - EXISTING 9' UTILITY EASEMENT ALL KINDS INVESTMENTS, 910 N COLLEGE AVE, FORT COLLINS BOWL FORT COLLINS LLC 830 N COLLEGE AVE, FORT COLLINS STA. 17+45.23 22.50° BEND w/ TB N:135149.66 E:195388.02 STA. 18+71.01 90.00° BEND w/ TB N:135275.43 E:195389.02 POTABLE WATER SERVICE AND METER (TYP.) PROPOSED STORM INLET (TYP.) PROPOSED STORM LINE PROPOSED STREET LIGHT (TYP.) PROPOSED STREET LIGHT (TYP.) EX-STORM MH RIM=4970.54 INV=4958.66 (W, E) EXISTING 36" RCP STORM LINE EX-SAN MH RIM=4968.77 INV IN=4960.95 (E) INV OUT=4960.87 (S) EX-SAN MH RIM=4967.69 INV IN=4959.99 (N) INV OUT=4959.82 (S) EX-SAN MH RIM=4966.71 INV=4960.03 (W, S) EXISTING 24" SANITARY PVC EXISTING 8" WATER LINE SheetJEROME STREET STATIONThese 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 13 U1 DETAILED UTILITY PLAN6 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. Feet03030 30 60 90 E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETNOTES: 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 THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5' WATER LINE 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 LARIMER COUNTY URBAN AREA STREET 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. 11.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV U1 U2 VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELECHYD FE SF E S FE SS FE SS S D D D S SGAS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWWWWWWWWWWWW EGGGGGGGGGGGGGGGGGG GSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSST STST STST STSTSS SS XXXXXXXXXXXXXXXXXXXXXWXEGGEEES S SSSSSSOHUOHUOHUOHUOHU OHU OHU OHU OHU S GAS S ELEC ELEC MH E EEOHU OHUOHUOHUOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSSSSSSSSSSSSSPASCA L S T R E E TJEROME STREETGGGGGGGGGGGGTTWWSSSSSSSS SSSSSSSSSSSSSWWEET EEEEEEEEEEEEEEEEEEEEEEEETTSTA. 10+00.00 CONNECT TO EXISTING 8" STUB OUT & GV N:134911.20 E:195614.00 STA. 13+13.33 8"x6" TEE w/ TB 1 - 8" GV (E) 1 - 6" GV (S) 1 - FH ASSEMBLY (S) N:134787.44 E:195329.86 STA. 13+18.69 90.00° BEND w/ TB N:134787.49 E:195324.51 BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F 26' - 42' ROW EXISTING 9' UTILITY EASEMENT EXISTING 30' GAS LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTH LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH EXISTING 30' UTILITY EASEMENT BOWL FORT COLLINS LLC 830 N COLLEGE AVE, FORT COLLINS STA. 14+20.31 45.00° BEND w/ TB N:134889.11 E:195325.61 STA. 15+66.12 45.00° BEND w/ TB N:134979.74 E:195439.82 STA. 15+89.15 22.50° BEND w/ TB N:135002.76 E:195440.74 STA. 17+45.23 22.50° BEND w/ TB N:135149.66 E:195388.02 SANITARY SEWER SERVICE (TYP.) PROPOSED 8" SANITARY SEWER LINE SANITARY SEWER MANHOLE (TYP.) UNDERGROUND STORM WATER DETENTION BASIN UNDERGROUND STORM WATER DETENTION BASIN PROPOSED STORM INLET (TYP.) PROPOSED STORM INLET (TYP.) STORM MANHOLE (TYP.) PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE EXISTING SANITARY SEWER CONNECT TO EXISTING STORM LINE EXISTING STORM LINE PROPOSED 8" WATERLINE PROPOSED STORM LINE EXISTING 18" RCP 24" RCP EX-SAN MH RIM=4963.95 INV IN=4956.53 (N) INV IN=4956.25 (W) INV OUT=4955.75 (S) SAN MH RIM=4964.63 INV IN=4957.59 (NW, E) INV OUT=4957.42 (S) EXISTING FIRE HYDRANT EXISTING STREET LIGHT (TYP.) EXISTING 8" WATER LINE EXISTING UNDERGROUND ELECTRIC UTILITY PROPOSED ELECTRICAL TRANSFORMER (TYP.) PROPOSED TRANSFORMER (TYP.) PROPOSED INLET (TYP.) SheetJEROME STREET STATIONThese 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 13 U2 DETAILED UTILITY PLAN7 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. Feet03030 30 60 90 E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETNOTES: 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 THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5' WATER LINE 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 LARIMER COUNTY URBAN AREA STREET 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. 11.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV U1 U2 VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFIC VAULT VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR V.P. V.P. F E SF E SFE SS FE SS S D D S S S D D D S SGAS / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXST ST ST ST ST ST STST XXXXXXXXXXXXFOFOFOFOFOXXOHUOHU OHU OHU VAULT ELEC D S CONTROL IRR CONTROL IRR GAS LID S ELEC ELEC MH OHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST SUNGIA ROAD OSIANDER STREET CAJETAN STREET PASCA L S T R E E TJEROME STREET BUILDING A BUILDING B BUILDING C BUILDING DBUILDING E BUILDING F 26' - 42' ROW ALL KINDS INVESTMENTS, 910 N COLLEGE AVE, FORT COLLINS NORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)BOWL FORT COLLINS LLC 830 N COLLEGE AVE, FORT COLLINS LAND W PROPERTIES 742 N COLLEGE AVE, FORT COLLINS PROPOSED POND UNDERGROUND STORM WATER DETENTION BASIN UNDERGROUND STORM WATER DETENTION BASIN PROPOSED STORM INLET (TYP.) PROPOSED STORM INLET (TYP.) PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED 3' CONCRETE TRICKLE CHANNEL PROPOSED 3' CONCRETE TRICKLE CHANNEL PROPOSED STORM LINE PROPOSED STORM LINE EXISTING 18" STORM LINE (RCP) FFE=67.90 FFE=67.91 FFE=66.44 FFE=67.01FFE=66.99 FFE=71.10 PROPOSED STORM MANHOLE (TYP.) SheetJEROME STREET STATIONThese 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 13 OG1 OVERALL GRADING PLAN8 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 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.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 BEET 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 ALOT TYPE LEGEND: PROPOSED GRADE BREAK PROPOSED OVERLAND FLOW E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREET VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFIC VAULT VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE C.O.CONTROL IRR CONTROL IRR C.O. C.O.C.O.CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR V.P. V.P. D D / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX XXXXXXXXST ST ST ST ST ST ST ST ST EAST SUNGIA ROAD OSIANDER STREET CAJETAN STREET JEROME STREET 2.1% 2.2%2.7%3.2% 3.1%12.0%4.2% 13.9%2.7%BUILDING A ALL KINDS INVESTMENTS, 910 N COLLEGE AVE, FORT COLLINS BOWL FORT COLLINS LLC 830 N COLLEGE AVE, FORT COLLINS 68.3668.5568.60 6 9 . 2 071.1071.0671.10 71.10 6 9 . 7 471.1071.107 1 . 1 069.9370.167 0 . 7 0 71.10 67.8067.6867.6067.44 66.65 67.10 66.77 67.50 66.7366.79 67.41 67.41 66.4566.506 7 . 1 3 66.8966.8266.416 6 . 4 1 6 6 . 6 9 6 7 . 2 0 67.18 67.9167.9167.91 67.91 67.9166.6166.9466. 7 9 66.69 6 6 . 6 2 66.6666.6166.506 6 . 0 9 65.93 65.9766.5066.446 6 . 1 9 66.1466.16 66.1065.7867.23 66.94 66.98 6 6 . 9 9 66.8466.97 66.0666.77 6 6 . 7 7 66.7068.0468.1767.6267.54 67.5567.6768.0968.6168.19 68.18 6 9 . 3 3 69.3669.1768.73 68.22 68.58 68.63 68.6168.5066.9466.9066.91 66.98 70.81 66.70 66.1766.1866.2571.1066.912.3% 2.8% 3.0% 2.4% 2.9% 1.8% 1.8% 1.8% 1.3% 2.0% 2.8% 3.2%4.0%4.4% 3.1% 1.2%2.3%2.3% 2.1 %2.2%1.2%0.7% 1.9 %1.0%1.9% 1.7% 2.5% 2.6% 3.3% 4.8% 17.4% 5.6% 1.8% 1.8% 1.8% 1.7%1.6%2.1% 2.3% 2.5% 3.9 %2.4%2.3%1.7%1.4%1.5% 1.6% 1.8% 1.9%2.7%2.7%2.7%1.5% 1.5% 3.1% 3.5%2.7%2.5%2.3% 5.2%6.0%10.1%0.1%0.4%0.4%0.5%0.5%0.5%6.4%0.5%66.77 0.5%2.0%0.5%67.33 2.0%1.7%1.3%67.36 5.3% 1.8%2.3% 2.4% 3. 6 %1.0%0.0%0.5%0.0%67.02 6 7 . 7 566.3466.9268. 5 3 69.6869.526 9 . 4 469.421.9%1.5%1.5%3.2% 3.2%2.8% 2.6%0.7%0.7%3.7%0. 1%2.4%1.1%2.0%0.4%0.9%1.9%0.5%0.5%2.2%0.4%0.4%0.5%0.3%2.0% 1.0%0.6%0. 2%2.4% 66.841.1%0.5%0.5%0.5%4.0%6 9 . 5 1 ( 7 0 . 1 6 )(70.21)(70.53)(70.57)(70.69)(70.71)(70.83)(70.86)( 7 1 . 0 8 ) 69.88(70.02)(70.63)(70.51)(70.36) ( 7 0 . 8 7 )(70.59)67.3867.3767.3767.04 6 9 . 7 969.8469.886 9 . 9 370.0670.2670. 4 9 70.71 70.87 69.98 70.04 70.11 70.19 70.32 70.50 70.71 7 1 . 0 5 3.3% 3.7%1.9%69.33 69.11 68.85 68.81 68.61 68.56 68.37 68.33 68.12 68.08 68.06 68.05 68.05 68.05 67.6867.8867.36 67. 6 2 68.02 68.2268.1868.11 67.7667.90SheetJEROME STREET STATIONThese 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 13 G1 DETAILED GRADING PLAN9 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. Feet03030 30 60 90 E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETPROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.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 BEET 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 ALOT TYPE LEGEND: PROPOSED GRADE BREAK PROPOSED OVERLAND FLOW G1 G2 VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC FE SF E S FE SFE SD D D GAS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /ST STST STST STST XXXXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHU OHU OHU OHU OHU GAS ELEC ELEC MH OHUOHUOHUOHUOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PASCA L S T R E E TJEROME STREET2.1%2.1%17. 5 % 3.1% 2.0% 21.0% 0.0% 8.5% 1.1% 0.8%8.1% 1.1% 2. 2 %5.7%0.7% 2.1% 2.1%2.5%2.2% 1.4% 2. 1%8.6%2.6% BUILDING B BUILDING C BUILDING DBUILDING E BUILDING F 26' - 42' ROW BOWL FORT COLLINS LLC 830 N COLLEGE AVE, FORT COLLINS 1.0 % 1.5 % 0.5 % 0.5 % 0.4% 0.5% 0.6% 0.5% 67.91 66.856 6 . 7 8 6 6 . 7 4 66.6866.8066.8467.2666.8466.5166.5865.8465.966 7 . 1 3 6 6 . 8 3 66.9366.3766.506 6 . 4 5 66.4566.5067.9167.9167.91 67.91 67.91 67.91 67.91 67.91 67.39 67.5367.3767.91 67.91 67.716 7 . 9 0 67.9067.9066.9066.9666.9966.996 6 . 9 7 6 7 . 0 1 67.0167.0166.4466.4466.4466.4466.00 66.0966.0565.9865.68 65.3965.04 64.70 64.59 64.65 6 5 . 5 7 65.6065.1766.60 67.30 66.3366.7766.766 6 . 7 9 6 7 . 0 3 66.9466. 7 9 66.69 6 6 . 6 2 66.6666.446 6 . 1 9 66.1466.16 66.1065.7866.3666.6666.74 66.7266.6466.3466.0966.38 66.9465.1665.036 5 . 5 6 65.29 65.17(65.26)(65.00)66.1365.5665. 8 4 66.1265.8466.2566.1866.1766.2066.70 66.1766.1866.2566.9166.6765.8366.35 6 6 . 6 3 0.5% 0.5% 2.7% 2.7% 2.2% 66.81 66.466 6 . 4 6 0.5% 0.6% 0.7% 0.5% 66.39 65.41 65.2365.3465.2065.73 65.45 65.0964.75 64.63 64.612.1%2.1%2.1%2.5 % 2.1% 2.1% 1.7% 2.2% 2.3% 2.8% 3.0% 2.4% 2.9% 1.8% 1.8% 1.8% 1.9% 1.7% 2.5% 1.5% 2.3% 1.7%2.1%2.3%0.6% 20.8% 1.3%16.2%23.0%8.8%11.5%9.7%23.8%17 .5% 1. 9 % 2 . 2% 2 . 2% 2 . 2% 2 . 2% 2.2% 2.6% 3.3% 4.8% 2.1%10.3% 17.4% 5.6% 1.8% 1.8% 2.2%66.960.5 % 0.5 % 0.2%0.5% 0 . 5% 1.8%2.0%2.0%2.0%2.0%65.911.8%0.1% 1.0%2.3%2.0%2.0%2.0%2.0% 66. 3 7 66.4366.0866.13 67.63 67.46 67.6967.78 67.33 67.6167.5467.26 67.15 67.4667.3867.13 66.106 6 . 2 666.286 7 . 0 067.006 5 . 9 9 65.9566.286 6 . 1 7 66.1765.3865.5666.026 5 . 6 5 6 5 . 8 866.036 6 . 1 9 6 6 . 3 566.506 5 . 1 3 6 5 . 4 9 6 4 . 4 864.806 4 . 6 50.6%0.6%0.5%0.5%66.48 0.1%0.4%0.4%0.5%6.4%0.5%0.5%1.9% 1.9%0.5%2.3% 66.77 0.5%2.0%0.5%67.33 1.7%1.3%67.36 5.3% 1.8%2.3% 2.4% 0.0%0.5%0.0%(65.37)(65.90)( 6 5 . 5 8 ) ( 6 3 . 1 0 ) ( 6 3 . 5 8 ) (6 4 . 0 7 )(63.81)0.5%0.5% 67.11 67.07 67.3867.3867.3767.3767.05 67.04 65.2465.1265.9265.9066.2466.2265.1865.2864.56 64.5064.5964.6965.2365.3365.3765.3164.9464.98 64.5964. 7 5 63.3563. 5 1 65.3065.1665.3265.05 65.1064.9964.8365.3465.1863.3963.5563.4063.5664.3663.99(6 6 . 1 4 )(66.17)0.1 %2.0%0.5 %2.0%6 6 . 7 0 2.0%1.9% 0.5% 6 7 . 0 3 0.5% 0.6%2.2% 66. 3 5 0.7%0.7% 0 . 5% SheetJEROME STREET STATIONThese 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 13 G2 DETAILED GRADING PLAN10 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. Feet03030 30 60 90 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.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 BEET 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 ALOT TYPE LEGEND: PROPOSED GRADE BREAK PROPOSED OVERLAND FLOW E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETG1 G2 PASC A L S T R E E T VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC D D D S LID S ELEC ELEC MH OHUOHUOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PASCA L S T R E E T BOWL FORT COLLINS LLC 830 N COLLEGE AVE, FORT COLLINS LAND W PROPERTIES 742 N COLLEGE AVE, FORT COLLINS SANITARY SEWER MANHOLE (TYP.) PROPOSED STORM INLET PROPOSED STORM INLET STORM MANHOLE (TYP.) BUILDING B BUILDING C BUILDING DBUILDING E BUILDING F 26' - 42' ROW NORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)∆ ∆JEROME STREET ROLL OVER CURB & GUTTER ROLL OVER CURB & GUTTER 8' PAN 8' PAN PEDESTRIAN RAMP PEDESTRIAN RAMP10.5' SI D E W A L K 10 . 5 ' S I D E W A L K EXISTING 30' UTILITY & DRAINAGE EASEMENT EXISTING 10' DRAINAGE EASEMENT 20' EMERGENCY ACCESS EASEMENT 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+504965.724966.094966.474966.834966.964966.844966.704966.574966.444966.304966.174966.034965.924965.984966.114966.254966.394966.524966.664966.794966.744966.384965.874965.334965.73PVI STA = 10+00.00PVI ELEV = 4965.72PVI STA = 15+76.50PVI ELEV = 4965.29PVI STA = 15+72.45PVI ELEV = 4965.41PVI STA = 15+80.50PVI ELEV = 4965.41PVI STA = 16+00.04PVI ELEV = 4965.7340.8' VC HP ELEV = 4966.96 HP STA = 10+97.52 PVI STA = 10+87.86 PVI ELEV = 4967.04 BVCS: 10+67.44BVCE: 4966.73EVCS: 11+08.27EVCE: 4966.93A.D. = 2.04 K = 20.00 51.9' VC HP ELEV = 4966.81 HP STA = 14+83.76 PVI STA = 14+98.88 PVI ELEV = 4966.92 BVCS: 14+72.92BVCE: 4966.78EVCS: 15+24.84EVCE: 4966.39A.D. = 2.60 K = 20.00 32.4' VC LP ELEV = 4965.91 LP STA = 13+04.97 PVI STA = 13+05.04 PVI ELEV = 4965.87 BCVS: 12+88.85BVCE: 4965.96ECVS: 13+21.23EVCE: 4965.96A.D. = 1.08 K = 30.00 EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE SheetJEROME STREET STATIONThese 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 13 R1 PASCAL STREETROADWAY PLAN & PROFILE11 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. Feet04040 40 80 120 CENTERLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET VAULTELEC VAULTCABLE VAULT ELEC VAULT ELEC VAULTCABLE TRAFFICVAULT VAULT ELEC VAULTCABLE VAULT ELEC VAULTELEC VAULT CABLE VAULTELEC VAULT CABLE VAULT ELEC VAULTCABLE VAULTELEC VAULT ELEC VAULT ELEC C.O.CONTROL IRR CONTROL IRRC.O.CONTROLIRRC.O. CONTROL IRRC.O. CONTROL IRR CONTROL IRR CONTROL IRR C.O.C.O.CONTROLIRR CONTROL IRR CONTROLIRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROLIRRCONTROLIRR CONTROL IRR CONTROLIRR V.P. V.P.FE SFE SFE SS FE SS S D D S S S D D D S SGAS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXST ST STSTST XXXXXXXFOFOFOFOFOFOFOFOXXXVAULT ELEC B M D S CONTROLIRR CONTROLIRR GAS LID S ELEC ELEC MH / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSF150282583645930 12351341 7234964. 3 4969.1 4967.64968.74964.24964.2 4964.2 4964.24964.24968.84966.0500-YR FLOODPLAIN - WHITEWATER PARK UPDATE 500-YR FLOODPLAIN - EFFECTIVE 500-YR FLOODPLAIN - EFFECTIVE 500-YR FLOODPLAIN - WHITEWATER PARK UPDATE 100-YR FLOODPLAIN - EFFECTIVE 100-YR FLOODPLAIN - EFFECTIVE 100-YR FLOODPLAIN - WHITEWATER PARK UPDATE 100-YR FLOODPLAIN - WHITEWATER PARK UPDATE APPROXIMATE 100-YR FLOODPLAIN - JEROME ST. EAST SUNGIA ROAD JEROME STREET OSIANDER STREET CAJETAN STREET PASCA L S T R E E T EAST SUNGIA ROADSheetJEROME STREET STATIONThese 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 13 EC1 & FLOODPLAIN EXHIBITEROSION CONTROL12 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 ) 0 1 INCH = 80 FEET 80 80 160 240 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER 100-YR FLOODPLAIN - EFFECTIVE BENCHMARK/BASIS OF BEARING: XX SILT FENCE ROCK SOCK RIPRAP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE PRELIMINARY DRAINAGE REPORT BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 500-YR FLOODPLAIN - EFFECTIVE 100-YR FLOODPLAIN - WHITEWATER PARK UPDATE 500-YR FLOODPLAIN - WHITEWATER PARK UPDATE APPROXIMATE 100-YR FLOODPLAIN - JEROME ST. ELEV.XSFLOODPLAIN CROSS SECTION (WHITEWATER PARK UPDATE - ANDERSON) VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFIC VAULT VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR V.P. V.P. F E SF E SFE SFE SD D D D D GAS / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEEEEEEEEST ST ST ST ST ST STST XXXXXXXXXXXXEEEEEFOFOFOFOFOXXEOHUOHU OHU OHU VAULT ELEC D CONTROL IRR CONTROL IRR GAS LID ELEC ELEC MHE E E E EOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST SUNGIA ROAD OSIANDER STREET CAJETAN STREET PASCA L S T R E E TJEROME STREET 26' - 42' ROW NORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)85' ROW 50' - PROJECT BOUNDARY BUILDING B BUILDING C BUILDING DBUILDING E BUILDING F EXISTING 30' UTILITY & DRAINAGE EASEMENT EXISTING 20' SEWER LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTH EXISTING 10' DRAINAGE EASEMENT LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH EXISTING 30' GAS LINE EASEMENT BUILDING A B2 D3 C A E G j1 g1 a1 f1 b1 d1 e1 c1 B1 D1 d3 b2 OS1 OS2 D2 H i1 I h1 F J SANITARY SEWER MANHOLE (TYP.) PROPOSED STORM INLET (TYP.) PROPOSED STORM INLET (TYP.) STORM MANHOLE (TYP.) PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE (UNDERGROUND DETENTION) POND A VOLUME PROVIDED = 0.16 AC-FT. (UNDERGROUND DETENTION) POND B VOLUME PROVIDED WITH LID = 0.43 AC-FT. OPEN DETENTION POND VOLUME PROVIDED = 0.06 AC-FT. RAIN GARDEN VOLUME PROVIDED = 0.04 AC-FT. DR1DRAINAGE EXHIBIT13 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 ) 0 1 INCH = 50 FEET 50 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 MAY 26TH, 2021 FOR ADDITIONAL INFORMATION. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION SheetJEROME STREET STATIONThese 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 13 DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) Historic Basins: H1 H1 7.14 0.25 0.31 5.0 13.1 5.08 15.43 Developed Basins: a1 A 3.20 0.89 1.00 6.3 5.1 7.61 31.83 b1 B1 0.39 0.91 1.00 5.0 5.0 1.02 3.90 b2 B2 0.00 0.00 0.00 0.0 0.0 0.00 0.00 c1 C 0.16 0.55 0.69 5.0 5.0 0.24 1.07 d1 D1 0.33 0.39 0.48 8.4 7.6 0.31 1.38 d2 D2 0.07 0.32 0.39 5.0 5.0 0.06 0.28 d3 D3 0.81 0.41 0.51 19.2 18.0 0.55 2.48 e1 E 0.12 0.25 0.31 11.3 10.5 0.07 0.29 f1 F 0.12 0.25 0.31 5.0 5.0 0.08 0.36 g1 G 0.62 0.64 0.81 6.6 5.4 1.03 4.94 h1 H 0.38 0.70 0.88 12.8 11.3 0.54 2.49 I1 I 0.31 0.78 0.97 5.0 5.0 0.68 2.95 J1 J 0.06 0.34 0.43 5.0 5.0 0.06 0.27 0 0 0.00 0.00 0.00 0.0 0.0 0.00 0.00 Routed Basins:0 0.00 0.00 0.00 0.0 0.0 0.00 0.00 a1 A+E+G 3.94 0.83 1.00 6.9 5.1 8.51 39.20 b2 B1+B2+C+D1+D2+D3 +H 3.01 0.67 0.84 5.0 5.0 5.75 25.10 b2 A+B1+B2+C+D1+D2+ D3+E+G+H 6.95 0.76 0.95 5.0 5.0 15.10 65.90