Loading...
HomeMy WebLinkAboutKECHTER FARM MIXED-USE TOWNHOMES - FDP210021 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSKECHTER ROAD ZIEGLER ROADE. TRILBY ROAD FOSSIL CREEK RESERVOIR 12' -℄ 24' - 31" ROLLOVER CURB AND GUTTER FLUSH TRANSITION AT DRIVEWAYS 12' -℄ 2.00% SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 CS1 COVER STEET1 Original Field Survery: Northern Engineering Project No. 1124-006 Date: February 2, 2021 AUGUST 2021 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH BENCHMARK: #1 NGS A 409 (NAVD88) Elevation=5039.43 Basis of Bearings The Basis of Bearings is the East line of the Southeast Quarter of the Northeast Quarter of Section 8-6-68 as bearing North 00° 17' 16" East, and monumented as shown on the Plat. PROJECT BENCHMARKS: KECHTER FARM TOWNHOMES PROJECT TEAM: 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 SHEET INDEX 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 TYPICAL SECTIONS (MULTIFAMILY) 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 SS1 SANITARY LINE A (W) & A3 PLAN & PROFILE (PRIVATE) 7 SS2 SANITARY LINE A (E) PLAN & PROFILE (PRIVATE) 8 ST1 STORM DRAIN A PLAN & PROFILE 9 ST2 STORM DRAIN A(S) & A(S)-1 PLAN & PROFILE 10 ST3 STROM DRAIN A2 PLAN & PROFILE 11 ST4 STORM DRAIN A2-2, A2-5 & A2-5.1 PLAN & PROFILE GRADING SHEETS 12 OG1 OVERALL GRADING PLAN 13 G1 GRADING PLAN 14 G2 GRADING PLAN ROADWAY SHEETS 15 R1 STREET A PLAN & PROFILE DETAIL SHEETS 16 D1 SITE DETAILS 17 D2 SITE DETAILS 18 D3 WATER DETAILS 19 D4 SANITARY SEWER DETAILS 20 D5 DRAINAGE DETAILS 21 D6 DRAINAGE DETAILS 22 D7 DRAINAGE DETAILS 24 EC1 EROSION CONTROL PLAN 25 EC2 EROSION CONTROL DETAILS DRAINAGE SHEETS 26 DR1 DRAINAGE EXHIBIT 27 H-DRN HISTORICAL DRAINAGE EXHIBIT FINAL UTILITY 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------------Fort Collins-Loveland water district--Nate Ensley (970) 226-3104 WASTEWATER-Fort Collins-Loveland water district--Chris Pletcher (970) 226-3104 STORMWATER-City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339PROJECT SITE A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO 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 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 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: SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 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 Final Drainage Report, dated August 11th, 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 A409 South and West of the intersection of Tribly Road and US Highway 287 ELEV.=5039.43 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 East line of the Southeast Quarter of the Northeast Quarter of Section 8-6-68 as bearing North 00° 17' 16" East, 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 KECHTER FARM TOWNHOMES. 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 Final Drainage Report, dated August 11th, 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. V.P. V.P.C.O.S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRI S OIS OCONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRCONTROL IRR CONTROL IRRCONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRCONTROL IRRCONTROL IRRCONTROL IRR VAULT F.O. D S S FOFOFOFOFOFOIRRIRRIRRIRRIRRIRR IRRIRRIRRIRR IRR IR R IRR IRR IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR X XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOSTSTSTSTSTSTST284.0'SSSSSSSS SS EAST TRILBY ROAD ZIEGLER ROADD D H2O HY DD D REMOVE AND REPLACE EXISTING SANITARY MH REMOVE AND REPLACE EXISTING SANITARY SEWER MANHOLE RIM = 4927.24 INV. IN = 4917.26 (NE) INV. OUT = 4917.07 (S) REMOVE AND REPLACE EXISTING 6" SANITARY LINE REMOVE AND REPLACE EXISTING 6" SANITARY LINE REMOVE EXISTING STROM INLET REMOVE & REPLACE 28' ± EXISTING 36" RCP STORM LINE DEMO EXISTING IRRIGATION LINE (TYP.) EXISTING TREE TO BE REMOVED (TYP.) DEMO 60'± OF ASPHALT, CURB & GUTTER DEMO 54'± OF ASPHALT, CURB & GUTTER PROJECT BOUNDARY EXISTING UNDERGROUND FIBER OPTICS LINE EXISTING STREET SIGN (TYP.) EXISTING STORM MANHOLE RIM = 4923.71 INV. IN = 49115.26 (S) INV. OUT = 4915.21 (N) EXISTING STORM MANHOLE RIM = 4921.68 INV. IN = 4917.32 (S) INV. OUT = 4917.25 (N) EXISTING 5' SIDEWALK EXISTING 4.5' SIDEWALKEXISTING PEDESTRIAN RAMP EXISTING TREE TO REMAIN (TYP.) EXISTING CONCRETE/BRICK FENCE POST EXISTING 6' WOOD PICKET FENCE EXISTING SPLIT RAIL FENCE EXISTING STORM MANHOLE RIM = 4926.78 INV. IN = 4918.17 (E) INV. OUT = 4918.13 (SW) EXISTING SANITARY SEWER MANHOLE RIM = 4923.47 INV. IN = 4910.68 (N) INV. OUT = 4910.55 (S) DEMO EXISTING IRRIGATION CONTROL BOX (TYP.) EXISTING IRRIGATION TAP & METER PIT. SEE IRRIGATION PLANS FOR DETAILS 57' ± OF EXISTING SIDEWALK DEMO 88' ± OF EXISTING SIDEWALK EXISTING VERTICAL PIPE DEMO EXISTING VERTICAL PIPE TRILBY ROAD (ROW VARIES) PER KINARD JUNIOR HIGH SCHOOL MLD (05-S2463) LOT 1 KINARD JUNIOR HIGH SCHOOL MLD (05-S2463)ZIEGLER ROAD (ROW VARIES)PER FOSSIL LAKE PUD FIRST FILING & KECHTERFARM PLANNED LAND DIVISION - FILING 1FOSSIL LAKE PUD FIRST FILINGTRILBY ROAD (ROW VARIES) PER FOSSIL LAKE PUD FIRST FILING TRILBY ROAD (ROW VARIES) PER FOSSIL LAKE PUD FIRST FILING OUTLOT B FOSSIL LAKE PUD FIRST FILING LOT 12 K E C H T E R F A R M P L A N N E D L A N D D I V I S I O N FI L I N G 1 LOT 13 LOT 14 T R A C T N LOT 3 KECHTER FARM MLD #13-S3150 LOT 11 EXISTING STORM MANHOLE RIM = 4921.12 INV. IN = 4917.61 (S) INV. OUT = 4917.45 (N) EXISTING FIRE HYDRANT EXISTING WATER LINE SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 EX1 DEMOLITION PLANEXISTING CONDITIONS &3 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 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 EXISTING ASPHALT TO BE REMOVED EXISTING IRRIGATION LINE IRR EXISTING CONCRETE TO BE REMOVED Original Field Survery: Northern Engineering Project No. 1124-006 Date: February 2, 2021 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 X XXXXXXXXXEAST TRILBY ROAD ZIEGLER ROAD25' 44.5' 24' - 27' UTILITY EASEMENT R25' R25' R25' R49' R49' 19' 9' PEDESTRIAN RAMP PEDESTRIAN RAMP PEDESTRIAN RAMP PEDESTRIAN RAMP PEDESTRIAN RAMP 24'' VERTICAL INFLOW CURB & GUTTER HC PARKING SIGN EXISTING "NO PARKING" SIGN EXISTING "NO PARKING" SIGN EXISTING "NO PARKING" SIGN 14.5' EXISTING 30" VERTICAL CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER EXISTING PEDESTRIAN RAMP 24'' VERTICAL INFLOW CURB & GUTTER 24'' VERTICAL INFLOW CURB & GUTTER 6' CONCRETE PAN 6' CONCRETE PAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5BUILDING 6 5' SIDEWALK (TYP.) 4.5' SIDEWALK6' SIDEWALK6' SIDEWALK4.5' SIDEWALK (TYP.)EXISTING 5' SIDEWALK EXISTING 4.5' SIDEWALK24'' VERTICAL OUTFALL CURB & GUTTER PROJECT BOUNDARY DRIVE OVER CURB & GUTTER TRACT A PA, EA, D, & UE TRACT A PA, EA, D, & UE TRACT B PA, EA, & DE SIGHT DISTANCE TRIANGLE SIGHT DISTANCE TRIANGLE 1 1 2 2 2 2 22 2 2 2 22 3 8' PUBLIC ACCESS EASEMENT 4 24'' VERTICAL OUTFALL CURB & GUTTER ACCESS EASEMENT (SEE PLAT FOR DIMS.) SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 PV1 PAVING PLAN4 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 1 2 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.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 7.ATTACHED WALK WIDTHS ARE FROM BACK OF CURB. 8.SINGLE POINT CURB TRANSITIONS ARE 6'. 9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 11.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. 12.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 13.FIRE LANE SHALL BE CONSTRUCTED WITH HEAVY DUTY CROSS SECTION TO SUPPORT 40T LOADING PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT ASPHALT PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: CONCRETE PAVING PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED ROW PROPOSED CENTERLINE SIGNS: 3 P0TS FIRE LANE NO PARKING BY ORDER OF THE FIRE MARSHAL STANDARD FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 3/4" 12" (FORT COLLINS ONLY) PROPOSED SIGN 4 EXISTING CENTERLINE VAULT F.O. D S FOFOFOFOFOFOX XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADD D H2O HY DD D GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE E E E E E E E E E E E E E E E E EEEEEEEESSS W WWW WSSSSSSS SSSSSSS SSSSS S SSSSEVAULT ELEC VAULT ELEC VAULT ELEC WEEEE E E E E E E EEET T EEM S E E E EM E E E E E EEEEE E E E E E E E E E E E E EEEEE E 24' - SANITARY SEWER A(W) (PRIVATE) SEE SHEET SS1 SANITARY SEWER A(E) PRIVATE SEE SHEET SS2 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S) SEE SHEET ST2 STORM DRAIN A2-2 SEE SHEET ST4 SANITARY SEWER A3 (PRIVATE) SEE SHEET SS1 1.5" WATER SERVICE &METER (TYP.) 4" SANITARY SERVICE (TYP.) CONNECT TO EXISTING SANITARY SEWER MANHOLE CONNECT TO EXISTING 36" STORM DRAIN PROJECT BOUNDARY BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5BUILDING 6 34.60 LF 8" PVC S44°59'50"E 29.66 LF 8" PVC S44°59'32"E 130.23 LF 8" PVC S89°59'58"E 100.97 LF 8" PVC S89°47'23"E159.48 LF 8" PVCS00°00'00"ESTORM DRAIN A2-5.1 SEE SHEET ST4 STORM DRAIN A(S)-1 SEE SHEET ST2 9' UTILITY EASEMENT 9' UTILITY EASEMENT GAS LINE (SIZING TO BE DETERMINED) GAS LINE ELECTRIC LINE 27' UTILITY EASEMENT STA. 10+00.00 CONNECT TO EXISTING 8"x8" TAPPING SLEEVE 8" TAPPING VALVE w/ TB (S) N:100517.77 E:210221.88 STA. 14+73.32 45.00° BEND N:100310.40 E:210515.88 STA. 15+67.75 45.00° BEND N:100224.65 E:210536.84 STA. 11+59.48 45.00° BEND N:100358.29 E:210221.88 STA. 13+22.84 8"x6" TEE w/ TB 1 - FH ASSEMBLY (S) 1 - 6" GV (S) 1 - 8" GV (E) N:100334.86 E:210375.53 STA. 16+68.72 CONNECT TO EXISTING 8"x8" TAPPING SLEEVE 8" TAPPING VALVE w/ TB (W) N:100224.28 E:210637.81STORM DRAIN A2-5 SEE SHEET ST4 R15' R15' R15' R14' TRACT A PA, EA, D, & UE TRACT B PA, EA, & DE ELECTRIC METER FOR PRIVATE ALLEY LIGHTING STREETLIGHT (TYP.) STA. 11+92.61 45.00° BEND N:100334.86 E:210245.31 33.13 LF 8" PVC S45°00'00"E 64.77 LF 8" PVC S00°00'25"W STA. 15+38.09 45.00° BEND N:100245.62 E:210515.87 STA. 14+38.72 45.00° BEND N:100334.86 E:210491.41 115.88 LF 8" PVC S89°59'58"E SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 OU1 OVERALL UTILITY PLAN5 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER DISTRICT DESIGN STANDARDS, LATEST EDITION, INCLUDING STANDARDS RELATED TO THE WATER SERVICES UP TO 5' DOWN STREAM OF THE METER PIT. 3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRICT CONSTRUCTION SPECIFICATIONS, 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 5' AND MAXIMUM OF 6' 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 CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" 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 1.5" UNLESS OTHERWISE NOTED. 12.ALL WATER AND SEWER MAINS, WATER AND SEWER SERVICE LATERALS MUST BE A MINIMUM 10' FROM ALL TREE TRUNKS AND 5' FROM ALL LIGHT POSTS 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 PROPOSED UNDERGROUND ELECTRIC VAULT VAULT ELEC 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 PROPOSED UNDERGROUND ELECTRIC METER E VAULT F.O. D S FOFOFOFOFOFOX XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADD H2OHYD D D GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE E E E E E E E E E E E E E E E E EEEEEEEESSS SSSSSSS SSSSSSS SSSSS S SSSSEVAULT ELEC VAULT ELEC VAULT ELEC EEEE E E E E E E EEET T EEM S E E E EM E E E E E EEEEE E E E E E E E E E E E E EEEEE E SANITARY SEWER A(W) (PRIVATE) SEE THIS SHEET SANITARY SEWER A(E) (PRIVATE) SEE THIS SHEET STORM DRAIN A SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S)-1 SEE SHEET ST2 STORM DRAIN A2-5.1 SEE SHEET ST4 SANITARY SEWER A3 (PRIVATE) SEE THIS SHEET 4" SANITARY SERVICE (TYP.) PROJECT BOUNDARY SSMH A1 STA 11+58.06 N: 100315.46 E: 209958.74 SSMH A3 STA 13+31.82 N: 100351.70 E: 210096.46 SSMH A6 STA 17+68.86 N: 100344.86 E: 210495.56 SSMH A4 STA 14+40.59 N: 100288.62 E: 210185.07 SSMH A2 STA 12+71.80 N: 100386.51 E: 210047.56 SSMH A5 STA 15+38.40 N: 100344.86 E: 210265.09 EX_SSMH A CONNECT TO EXISTING SSMH STA 10+00.00 N: 100165.68 E: 210009.24 158.06 LF 8" PVC @ 0.93%113.74 LF 8" PVC @ 0.92% 60.02 LF 6" PVC @ 1.00% 108.77 LF 6" PVC @ 1.00% 97.81 LF 6" PVC @ 1.00% 230.46 LF 6" PVC @ 1.00% 18.72 LF 6" PVC @ 1.00% 63.11 LF 6" PVC @ 1.00% SAN CLEANOUT A3-2 STA 10+81.84 N: 100414.81 E: 210115.18 STORM DRAIN A(S) SEE SHEET ST2 WATER LINE A SEE SHEET OU1 FIRE HYDRANT ASSEMBLY WATER LINE A SEE SHEET OU1 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 STREET A 24' - SAN CLEANOUT A3-1 STA 10+18.72 N: 100351.70 E: 210115.18 27' UTILITY EASEMENT SSMH A7 STA 18+08.28 N: 100316.99 E: 210523.42 39.41 LF 6" PVC @ 1.00% STORM DRAIN A2-5 SEE SHEET ST4 STORM DRAIN A2-2 SEE SHEET ST4 TRACT A PA, EA, D, & UE TRACT B PA, EA, & DE GROUNDWATER BARRIER (TYP.) 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00EX_SSMH ASTA 10+00.00RIM 4923.5±INV. IN 4910.68 (N)INV. OUT 4910.55 (S)158.06 LF 8" PVC @ 0.9 3 %SSMH A1STA 11+58.06RIM 4927.2±INV. IN 4912.35 (NE)INV. OUT 4912.15 (S)113.74 LF 8" PVC @ 0.9 2 %SSMH A2STA 12+71.80RIM 4925.6±INV. IN 4913.56 (SE)INV. OUT 4913.40 (SW)60.02 LF 6" PVC @ 1.00%SSMH A3STA 13+31.82RIM 4925.6±INV. IN 4914.16 (SE)INV. IN 4914.16 (E)INV. OUT 4914.16 (NW)108.77 LF 6" PVC @ 1.00% EXISTING GROUND PROPOSED GROUND GROUNDWATER BARRIER (TYP.) 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 9+50 10+00 11+00 11+50 18.72 LF 6" PVC @ 1.00% 63.11 LF 6" PVC @ 1.00%SAN CLEANOUT A3-2STA 10+81.84RIM 4915.5±INV. OUT 4914.98 (S)SSMH A3STA 10+00.00RIM 4925.6±INV. IN 4914.16 (SE)INV. IN 4914.16 (E)INV. OUT 4914.16 (NW)SAN CLEANOUT A3-1STA 10+18.72RIM 4914.9±INV. IN 4914.35 (N)INV. OUT 4914.35 (W)PROPOSED GROUND EXISTING GROUND GROUNDWATER BARRIER (TYP.) SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 SS1 PLAN & PROFILESANITARY LINE A(W), & A3 (PRIVATE)6 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 PROFILE SCALE: SANITARY LINE A(W) (PRIVATE)STAMATCH LINESEE SHEET14+00SS2KEYMAP E. TRILBY ROAD ZIEGLER ROADEXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE SANITARY LINE A3 (PRIVATE) PROFILE SCALE:LINEMAT C H STA14+00SS1 SS2 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 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 VAULT F.O. D S FOFOFOFOFOFOX XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADD H2OHYD D D GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE E E E E E E E E E E E E E E E E EEEEEEEESSS W WWW WSSSSSSS SSSSSSS SSSSS S SSSSEVAULT ELEC VAULT ELEC VAULT ELEC WEEEE E E E E E E EEET T EEM S E E E EM E E E E E EEEEE E E E E E E E E E E E E EEEEE E SANITARY SEWER A(W) (PRIVATE) SEE THIS SHEET SANITARY SEWER A(E) (PRIVATE) SEE THIS SHEET STORM DRAIN A SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S)-1 SEE SHEET ST2 STORM DRAIN A2-5.1 SEE SHEET ST4 SANITARY SEWER A3 (PRIVATE) SEE THIS SHEET 4" SANITARY SERVICE (TYP.) PROJECT BOUNDARY SSMH A1 STA 11+58.06 N: 100315.46 E: 209958.74 SSMH A3 STA 13+31.82 N: 100351.70 E: 210096.46 SSMH A6 STA 17+68.86 N: 100344.86 E: 210495.56 SSMH A4 STA 14+40.59 N: 100288.62 E: 210185.07 SSMH A2 STA 12+71.80 N: 100386.51 E: 210047.56 SSMH A5 STA 15+38.40 N: 100344.86 E: 210265.09 EX_SSMH A CONNECT TO EXISTING SSMH STA 10+00.00 N: 100165.68 E: 210009.24 158.06 LF 8" PVC @ 0.93%113.74 LF 8" PVC @ 0.92% 60.02 LF 6" PVC @ 1.00% 108.77 LF 6" PVC @ 1.00% 97.81 LF 6" PVC @ 1.00% 230.46 LF 6" PVC @ 1.00% STORM DRAIN A(S) SEE SHEET ST2 WATER LINE A SEE SHEET OU1 FIRE HYDRANT ASSEMBLY WATER LINE A SEE SHEET OU1 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 STREET A 24' - 27' UTILITY EASEMENT SSMH A7 STA 18+08.28 N: 100316.99 E: 210523.42 39.41 LF 6" PVC @ 1.00% STORM DRAIN A2-5 SEE SHEET ST4 STORM DRAIN A2-2 SEE SHEET ST4 SANITARY SEWER A3 (PRIVATE) SEE SHEETSS1 TRACT A PA, EA, D, & UE TRACT B PA, EA, & DE GROUNDWATER BARRIER (TYP.) 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 14+00 15+00 16+00 17+00 18+00 19+00SSMH A6STA 17+68.86RIM 4925.4±INV. IN 4919.03 (SE)INV. OUT 4918.93 (W)230.46 LF 6" PVC @ 1.00%SSMH A5STA 15+38.40RIM 4924.2±INV. IN 4916.63 (E)INV. OUT 4916.43 (SW)97.81 LF 6" PVC @ 1.00%SSMH A4STA 14+40.59RIM 4926.0±INV. IN 4915.45 (NE)INV. OUT 4915.25 (NW)108.77 LF 6" PVC @ 1.00% PROPOSED GROUND EXISTING GROUND 24" HDPE STORM STA.=15+03.61 INV.=4918.22 SSMH A7STA 18+08.28RIM 4925.1±INV. OUT 4919.42 (NW)39.41 LF 6" PVC @ 1.00% 8" PVC WATER STA.=15+21.01 TOP=4920.44 GROUNDWATER BARRIER (TYP.) SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 SS2 PLAN & PROFILESANITARY LINE A(E)7 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 PROFILE SCALE:LINEMAT C H STA14+00SANITARY LINE A(E)STAMATCH LINESEE SHEET14+00SS1KEYMAP E. TRILBY ROAD ZIEGLER ROADEXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE SS1 SS2 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 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 VAULT F.O. D S FOFOFOFOFOFOX XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADD H2OHYD D D GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE E E E E E E E E E E E E E E E E EEEEEEEEEVAULT ELEC VAULT ELEC VAULT ELEC EEEE E E E E E E EEET T EEM E E E EM E E E E E EEEEE E E E E E E E E E E E E EEEEE E SANITARY SEWER A(W) (PRIVATE) SEE SHEET SS1 SANITARY SEWER A(E) (PRIVATE) SEE SHEET SS2 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S) SEE SHEET ST2 STORM DRAIN A(S)-1 SEE SHEET ST2 STORM DRAIN A2-5.1 SEE SHEET ST4 STORM DRAIN A2-5 SEE SHEET ST4 SANITARY SEWER A3 (PRIVATE) SEE SHEET SS1 PROJECT BOUNDARY STRM MH A1 (6' Ø) CONNECT TO EXISTING 36" PIPE STA 10+00.00 N: 100441.98 E: 210129.88 STRM MH A2 (6' Ø) STA 11+06.79 N: 100444.34 E: 210236.64 DRAIN BASIN A3 (18'' Ø) STA 11+45.45 N: 100444.56 E: 210275.30 DRAIN BASIN A4 (18'' Ø) STA 11+78.12 N: 100442.04 E: 210307.88 INLET A5 STA 12+08.47 N: 100441.58 E: 210338.22 INLET A7 STA 12+53.54 N: 100440.90 E: 210383.29 INLET A8 STA 12+72.75 N: 100440.97 E: 210402.50 INLET A9 STA 12+93.58 N: 100441.05 E: 210423.33 INLET A10 STA 13+24.14 N: 100441.16 E: 210453.89 INLET A18 STA 16+08.69 N: 100279.60 E: 210611.15 INLET A11 STA 13+52.95 N: 100441.27 E: 210482.69 INLET A17 STA 15+91.27 N: 100297.02 E: 210611.26 INLET A12 STA 13+79.42 N: 100441.37 E: 210509.16 INLET A16 STA 15+69.24 N: 100319.05 E: 210611.34 INLET A15 STA 15+38.47 N: 100349.82 E: 210611.50 DRAIN BASIN A14 (12'' Ø) STA 14+98.93 N: 100389.36 E: 210611.69 DRAIN BASIN A13 (18'' Ø) STA 14+10.50 N: 100441.48 E: 210540.25106.79 LF 36" HDPE @ 0.21% 38.66 LF 18" HDPE @ 0.18% 30.56 LF 18" HDPE @ 0.18% 8 8 . 4 3 L F 1 0 " H D P E @ 0 . 2 4 % 39.54 LF 10" HDPE @ 0.24% 30.34 LF 18" HDPE @ 0.18% 20.28 LF 18" HDPE @ 0.18% 19.21 LF 18" HDPE @ 0.18% 20.83 LF 18" HDPE @ 0.18% 28.81 LF 18" HDPE @ 0.18% 26.47 LF 18" HDPE @ 0.18% 31.08 LF 18" HDPE @ 0.18% 30.77 LF 10" HDPE @ 0.24% 22.04 LF 8" HDPE @ 0.60% 17.42 LF 8" HDPE @ 0.60% 32.67 LF 18" HDPE @ 0.18% EXISTING 36" RCP @ 0.59% WATER LINE A SEE SHEET OU1 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 24' - 27' UTILITY EASEMENT UTILITY EASEMENT, WIDTH VARIES STREET A STORM DRAIN A2-2 SEE SHEET ST4 TRACT A PA, EA, D, & UE TRACT B PA, EA, & DE INLET A6 STA 12+28.75 N: 100441.27 E: 210358.50 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 106.79 LF 36" HDPE @ 0.21%38.66 LF 18" HDPE @ 0.18% 32.67 LF 18" HDPE @ 0.18% 30.34 LF 18" HDPE @ 0.18% 20.28 LF 18" HDPE @ 0.18% 19.21 LF 18" HDPE @ 0.18%20.83 LF 18" HDPE @ 0.18% 30.56 LF 18" HDPE @ 0.18% 28.81 LF 18" HDPE @ 0.18% 26.47 LF 18" HDPE @ 0.18% 31.08 LF 18" HDPE @ 0.18% 88.43 LF 10" HDPE @ 0.24% 39.54 LF 10" HDPE @ 0.24% 30.77 LF 10" HDPE @ 0.24% 22.04 LF 8" HDPE @ 0.60% 17.42 LF 8" HDPE @ 0.60% EXISTING 36" RCP @ 0.59% PROPOSED GROUND EXISTING GROUND 8" PVC WATER STA.=10+92.02 TOP=4915.71 18" 100-Yr HGLSTRM MH A1 (6' Ø)STA 10+00.00RIM 4925.5±INV. IN 4917.24 (E)INV. IN 4919.57 (S)INV. OUT 4917.24 (W)STRM MH A2 (6' Ø)STA 11+06.79RIM 4925.4±INV. IN 4917.77 (E)INV. IN 4917.77 (S)INV. OUT 4917.47 (W)DRAIN BASIN A3 (18'' Ø)STA 11+45.45FL. EL 4924.7±INV. IN 4917.84 (E)INV. OUT 4917.84 (W)DRAIN BASIN A4 (18'' Ø)STA 11+78.12FL. EL 4924.3±INV. IN 4917.90 (E)INV. OUT 4917.90 (W)INLET A58" RISER WITHINSERTA TEE 8" INTO 18"STA 12+08.47FL. EL 4924.1±INV. IN 4917.96 (E)INV. OUT 4917.96 (W)INLET A78" RISER WITHINSERTA TEE 8" INTO 18"STA 12+53.54FL. EL 4923.7±INV. IN 4918.04 (E)INV. OUT 4918.04 (W)INLET A88" RISER WITHINSERTA TEE 8" INTO 18"STA 12+72.75FL. EL 4923.5±INV. IN 4918.08 (E)INV. OUT 4918.08 (W)INLET A98" RISER WITHINSERTA TEE 8" INTO 18"STA 12+93.58FL. EL 4923.2±INV. IN 4918.11 (E)INV. OUT 4918.11 (W)INLET A108" RISER WITHINSERTA TEE 8" INTO 18"STA 13+24.14FL. EL 4922.8±INV. IN 4918.17 (E)INV. OUT 4918.17 (W)INLET A118" RISER WITHINSERTA TEE 8" INTO 18"STA 13+52.95FL. EL 4922.5±INV. IN 4918.22 (E)INV. OUT 4918.22 (W)INLET A128" RISER WITHINSERTA TEE 8" INTO 18"STA 13+79.42FL. EL 4922.2±INV. IN 4918.27 (E)INV. OUT 4918.27 (W)DRAIN BASIN A13 (18'' Ø)STA 14+10.50FL. EL 4920.9±INV. IN 4918.99 (SE)INV. OUT 4918.33 (W)DRAIN BASIN A14 (12'' Ø)STA 14+98.93FL. EL 4921.3±INV. IN 4919.21 (S)INV. OUT 4919.21 (NW)INLET A158" RISER & TEE 10"x 8"STA 15+38.47FL. EL 4922.2±INV. IN 4919.30 (S)INV. OUT 4919.30 (N)INLET A168" RISER, TEE 10"x 8" &REDUCER 10"x 8"STA 15+69.24FL. EL 4922.4±INV. IN 4919.46 (S)INV. OUT 4919.37 (N)INLET A178" RISER & TEE 8"x 8"STA 15+91.27FL. EL 4922.7±INV. IN 4919.59 (S)INV. OUT 4919.59 (N)INLET A68" RISER WITHINSERTA TEE 8" INTO 18"STA 12+28.75FL. EL 4923.9±INV. IN 4917.99 (E)INV. OUT 4917.99 (W)INLET A18STA 16+08.69FL. EL 4922.8±INV. OUT 4919.69 (N)24.79 LF 18" HDPE @ 0.18% SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 ST1 PLAN & PROFILESTORM DRAIN A8 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 PROFILE SCALE: STORM DRAIN A KEYMAP E. TRILBY ROAD ZIEGLER ROADEXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.FOR INLET SCHEDULE SEE DETAIL SHEET D8 PROPOSED RIGHT OF WAY ST1 ST4 ST3 ST2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R S XXXXFO FO FO FO FO FO FO FO D H2OHYD GGGGGGEE E E E E E E E EVAULT ELEC VAULT ELEC EEEE T EEM EM E E E E E E E E E EEEEE E SANITARY SEWER A(W) (PRIVATE) SEE SHEET SS1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S)-1 SEE THIS SHEET SANITARY SEWER A3 (PRIVATE) SEE SHEET SS1 PROJECT BOUNDARY STRM MH A1 (6' Ø) STA 10+00.00 N: 100441.98 E: 210129.88 24.29 LF 8" HDPE @ 1.00% DRAIN BASIN A(S)-1 (10'' Ø) STA 10+24.29 N: 100417.69 E: 210129.88 14.19 LF 8" HDPE @ 1.00% INLINE DRAIN A(S)-2 STA 10+38.47 N: 100403.51 E: 210129.8822.63 LF 8" HDPE @ 1.00% INLINE DRAIN A(S)-3 STA 10+61.11 N: 100380.87 E: 210129.88 WATER LINE A SEE SHEET OU1BUILDING 1 BUILDING 6 INLINE DRAIN A(S)-4 STA 10+85.35 N: 100356.63 E: 210129.88 STREET A20' UTILITY EASEMENT 24' - STORM DRAIN A2-2 SEE SHEET ST4 TRACT A PA, EA, D, & UE 24.24 LF 8" HDPE @ 1.00% 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 9+50 10+00 11+00 11+50STRM MH A1 (6' Ø)STA 10+00.00FL. EL 4925.5±INV. IN 4917.24 (E)INV. IN 4919.57 (S)INV. OUT 4917.24 (W)24.29 LF 8" HDPE @ 1.00%DRAIN BASIN A(S)-1 (10'' Ø)STA 10+24.29FL. EL 4924.6±INV. IN 4919.91 (S)INV. IN 4919.92 (W)INV. OUT 4919.82 (N)14.19 LF 8" HDPE @ 1.00%INLINE DRAIN A(S)-2 (10" x8"),8" RISER & TEE 8"x 8"STA 10+38.47FL. EL 4924.5±INV. IN 4920.05 (S)INV. OUT 4920.05 (N)22.63 LF 8" HDPE @ 1.00%INLINE DRAIN A(S)-3 (10" x8"),8" RISER & TEE 8"x 8"STA 10+61.11FL. EL 4924.5±INV. IN 4920.28 (S)INV. OUT 4920.28 (N)PROPOSED GROUND INLINE DRAIN A(S)-4 (10" x8"),8" RISER & 8" x 90° BENDSTA 10+85.35FL. EL 4925.3±INV. OUT 4920.52 (N)24.24 LF 8" HDPE @ 1.00% 100-YEAR HGL EXISTING GROUND S XXXXXFO FO FO FO FO FO FO FO D H2OHYD GGGGGGEE E E E E E E E EVAULT ELEC VAULT ELEC EEEE E T EEM EM E E E E E E E E E EEEEE E SANITARY SEWER A(W) (PRIVATE) SEE SHEET SS1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S) SEE THIS SHEET SANITARY SEWER A3 (PRIVATE) SEE SHEET SS1 PROJECT BOUNDARY 19.57 LF 8" HDPE @ 1.00% INLINE DRAIN A(S)-1.1 STA 10+19.57 N: 100417.69 E: 210110.31 DRAIN BASIN A(S)-1 (10'' Ø) STA 10+00.00 N: 100417.69 E: 210129.88 WATER LINE A SEE SHEET OU1BUILDING 1 BUILDING 6STREET A20' UTILITY EASEMENT 24' - STORM DRAIN A2-2 SEE SHEET ST4 TRACT A PA, EA, D, & UE 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 9+50 10+00 11+00INLINE DRAIN A(S)-1.1 (10" x8"),8" RISER & 8" x 90° BENDSTA 10+19.57FL. EL 4923.8±INV. OUT 4920.11 (E)19.57 LF 8" HDPE @ 1.00%DRAIN BASIN A(S)-1 (10'' Ø)STA 10+24.29FL. EL 4924.6±INV. IN 4919.91 (S)INV. IN 4919.92 (W)INV. OUT 4919.82 (N)PROPOSED GROUND EXISTING GROUND 100-YEAR HGL SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 ST2 PLAN & PROFILESTORM DRAIN A(S) & A(S)-19 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 PROFILE SCALE: STORM DRAIN A(S) KEYMAP E. TRILBY ROAD ZIEGLER ROADEXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.FOR INLET SCHEDULE SEE DETAIL SHEET D8 PROPOSED RIGHT OF WAY STORM DRAIN A(S)-1 PROFILE SCALE: ST2 ST1 ST4 ST3 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 VAULT F.O. D S FOFOFOFOFOFOX XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADD H2OHYD D D GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE E E E E E E E E E E E E E E E E EEEEEEEEEVAULT ELEC VAULT ELEC VAULT ELEC EEEE E E E E E E EEET T EEM E E E EM E E E E E EEEEE E E E E E E E E E E E E EEEEE E DRAIN BASIN A2-3 (24'' Ø) STA 11+88.73 N: 100255.61 E: 210236.63 DRAIN BASIN A2-4 (24'' Ø) STA 12+63.72 N: 100212.12 E: 210297.71 INLET A2-2 STA 11+33.77 N: 100310.57 E: 210236.63 STRM MH A2 (6' Ø) STA 10+00.00 N: 100444.34 E: 210236.64 INLET A2-1 STA 10+84.87 N: 100359.47 E: 210236.63 DRAIN BASIN A2-5 (24'' Ø) STA 13+68.42 N: 100211.70 E: 210402.42 INLET A2-6 STA 14+72.06 N: 100211.78 E: 210506.06 84.87 LF 24" HDPE @ 0.29% 54.96 LF 18" HDPE @ 0.30% 74.99 LF 18" HDPE @ 0.30% 104.71 LF 18" HDPE @ 0.30% 103.64 LF 18" HDPE @ 0.30% SANITARY SEWER A(W) (PRIVATE) SEE SHEET SS1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A(S) SEE SHEET ST2 STORM DRAIN A(S)-1 SEE SHEET ST2 STORM DRAIN A2-2 SEE SHEET ST4 STORM DRAIN A2-5 SEE SHEET ST4 SANITARY SEWER A3 (PRIVATE) SEE SHEET SS1 PROJECT BOUNDARY WATER LINE A SEE SHEET OU1 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5BUILDING 6 24' - 27' UTILITY EASEMENT 48.90 LF 24" HDPE @ 0.30% STORM DRAIN A2-5.1 SEE SHEET ST4 59.49 LF 18" HDPE @ 0.30% INLET A2-7 STA 15+31.55 N: 100232.08 E: 210561.98 TRACT B PA, EA, & DE TRACT A PA, EA, D, & UE 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 84.87 LF 24" HDPE @ 0.29%STRM MH A2 (6' Ø)STA 10+00.00RIM 4925.4±INV. IN 4917.77 (E)INV. IN 4917.77 (S)INV. OUT 4917.47 (W)48.90 LF 24" HDPE @ 0.30%INLET A2-2STA 11+33.77FL. EL 4923.3±INV. IN 4918.37 (S)INV. IN 4919.20 (W)INV. OUT 4918.26 (N)54.96 LF 18" HDPE @ 0.30%DRAIN BASIN A2-3 (24'' Ø)STA 11+88.73FL. EL 4926.1±INV. IN 4918.64 (SE)INV. OUT 4918.54 (N)74.99 LF 18" HDPE @ 0.30%DRAIN BASIN A2-4 (24'' Ø)STA 12+63.72FL. EL 4924.3±INV. IN 4918.96 (E)INV. OUT 4918.86 (NW)104.71 LF 18" HDPE @ 0.30%DRAIN BASIN A2-5 (24'' Ø)STA 13+68.42FL. EL 4924.1±INV. IN 4919.37 (E)INV. IN 4920.04 (N)INV. OUT 4919.27 (W)103.64 LF 18" HDPE @ 0.30%INLET A2-6STA 14+72.06FL. EL 4924.3±INV. IN 4919.79 (E)INV. OUT 4919.69 (W)PROPOSED GROUND EXISTING GROUND INLET A2-1STA 10+84.87FL. EL 4924.2±INV. IN 4918.11 (S)INV. OUT 4918.01 (N)8" PVC WATER STA.=11+00.79 TOP=4916.53 6" PVC SANITARY STA.=11+19.48 INV.=4916.08 18" 59.49 LF 18" HDPE @ 0.30%INLET A2-7STA 15+31.55FL. EL 4923.7±INV. OUT 4919.97 (W)100-YEAR HGL SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 ST3 PLAN & PROFILESTORM DRAIN A210 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 ST3 PROFILE SCALE: STORM DRAIN A2 KEYMAP E. TRILBY ROAD ZIEGLER ROADEXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.FOR INLET SCHEDULE SEE DETAIL SHEET D8 PROPOSED RIGHT OF WAY ST2 ST1 ST4 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 VAULT F.O. D FOFOFOFOFOFOX XXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADKENJO LEGACY LLC (.50) 6131 ZIEGLER RD FORT COLLINS, CO H2O D D GGGGGG G G G G GGGGGGGGGGGGGGGGGGEE E E E E E E E E E E E E EEEEEEEEEVAULT ELEC VAULT ELEC EEEE E E E E E E EEET T EEM E E E EM E E E E E EEEEE E E E E E E E E E E E E EEEEE E SANITARY SEWER A(E) SEE SHEET SS2 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A2-5 SEE THIS SHEET PROJECT BOUNDARY DRAIN BASIN A2-5.1 (12'' Ø) STA 10+00.00 N: 100233.62 E: 210402.51 WATER LINE A SEE SHEET OU1BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5BUILDING 6 24' - 27' UTILITY EASEMENT STREET A INLET A2-2.1 STA 10+13.92 N: 100306.72 E: 210223.25 13.92 LF 8" HDPE @ 1.01% INLET A2-2 STA 10+00.00 N: 100310.57 E: 210236.63 INLET A2-5.1-3 STA 10+76.13 N: 100241.07 E: 210326.89 31.37 LF 10" HDPE @ 1.00% 22.57 LF 10" HDPE @ 1.00% DRAIN BASIN A2-5.1-1 (10'' Ø) STA 10+22.19 N: 100233.71 E: 210380.32 22.19 LF 10" HDPE @ 1.00% INLET A2-5.1-2 STA 10+44.76 N: 100236.79 E: 210357.96 INLINE DRAIN A2-5.1-5 STA 11+30.73 N: 100246.68 E: 210272.61 26.36 LF 8" HDPE @ 1.00% 28.24 LF 10" HDPE @ 1.00% DRAIN BASIN A2-5.1-4 (10'' Ø) STA 11+04.37 N: 100244.92 E: 210298.91 TRACT A PA, EA, D, & UE 4910 4915 4920 4925 4930 4935 4940 4945 4910 4915 4920 4925 4930 4935 4940 4945 9+50 10+00 11+00 11+50 PROPOSED GROUND 100-YEAR HGL EXISTING GROUND DRAIN BASIN A2-5.2 (10'' Ø)STA 10+48.38FL. EL 4925.9±INV. IN 4920.72 (E)INV. OUT 4920.62 (W)23.54 LF 10" HDPE @ 1.00%DRAIN BASIN A2-5.3 (10'' Ø)STA 10+71.93FL. EL 4925.3±INV. IN 4921.13 (E)INV. OUT 4920.96 (W)28.04 LF 8" HDPE @ 1.00%INLET A2-5.4STA 10+99.97FL. EL 4924.8±INV. OUT 4921.41 (W)26.47 LF 10" HDPE @ 1.00%DRAIN BASIN A2-5.1 (12'' Ø)STA 10+21.91FL. EL 4924.5±INV. IN 4920.36 (E)INV. IN 4920.36 (W)INV. OUT 4920.26 (S)DRAIN BASIN A2-5 (24'' Ø)STA 10+00.00FL. EL 4924.1±INV. IN 4919.37 (E)INV. IN 4920.04 (N)INV. OUT 4919.27 (W)21.91 LF 10" HDPE @ 1.00% 4910 4915 4920 4925 4930 4935 4940 4945 4910 4915 4920 4925 4930 4935 4940 4945 9+50 10+00 11+00INLET A2-2.1 (10" x8"),8" RISER & 8" x 90° BENDSTA 10+13.92FL. EL 4923.2±INV. OUT 4919.34 (E)INLET A2-2STA 10+00.00FL. EL 4923.3±INV. IN 4918.37 (S)INV. IN 4919.20 (W)INV. OUT 4918.26 (N)13.92 LF 8" HDPE @ 1.01% PROPOSED GROUND EXISTING GROUND 100-YEAR HGL VAULT F.O. D FOFOFOFOFOFOX XXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADKENJO LEGACY LLC (.50) 6131 ZIEGLER RD FORT COLLINS, CO H2O D D GGGGGG G G G G GGGGGGGGGGGGGGGGGGEE E E E E E E E E E E E E EEEEEEEEEVAULT ELEC VAULT ELEC EEEE E E E E E E EEET T EEM E E E EM E E E E E EEEEE E E E E E E E E E E E E EEEEE E SANITARY SEWER A(E) SEE SHEET SS2 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A2-5.1 SEE THIS SHEET PROJECT BOUNDARY DRAIN BASIN A2-5 (24'' Ø) STA 10+00.00 N: 100211.70 E: 210402.42 21.91 LF 10" HDPE @ 1.00% 26.47 LF 10" HDPE @ 1.00% DRAIN BASIN A2-5.1 (12'' Ø) STA 10+21.91 N: 100233.62 E: 210402.51 WATER LINE A SEE SHEET OU1BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5BUILDING 6 DRAIN BASIN A2-5.2 (10'' Ø) STA 10+48.38 N: 100236.75 E: 210428.80 24' - 27' UTILITY EASEMENT STREET A DRAIN BASIN A2-5.3 (10'' Ø) STA 10+71.93 N: 100244.68 E: 210450.97 28.04 LF 8" HDPE @ 1.00% INLET A2-5.4 STA 10+99.97 N: 100248.34 E: 210478.77 STORM DRAIN A2-2 SEE THIS SHEET 23.54 LF 10" HDPE @ 1.00%TRACT A PA, EA, D, & UE 4910 4915 4920 4925 4930 4935 4940 4945 4910 4915 4920 4925 4930 4935 4940 4945 9+5010+0011+0012+00 INLET A2-5.1-28" RISER & TEE 10"x 8"STA 10+44.76FL. EL 4924.2±INV. IN 4920.91 (W)INV. OUT 4920.91 (E)DRAIN BASIN A2-5.1-1 (10'' Ø)STA 10+22.19FL. EL 4924.5±INV. IN 4920.68 (W)INV. OUT 4920.58 (E)22.57 LF 10" HDPE @ 1.00%22.19 LF 10" HDPE @ 1.00% 31.37 LF 10" HDPE @ 1.00% 28.24 LF 10" HDPE @ 1.00% 26.36 LF 8" HDPE @ 1.00%INLINE DRAIN A2-5.1-5 (10" x8"),8" RISER & 8" x 90° BENDSTA 11+30.73FL. EL 4924.6±INV. OUT 4921.93 (E)DRAIN BASIN A2-5.1-4 (10'' Ø)STA 11+04.37FL. EL 4924.5±INV. IN 4921.67 (W)INV. OUT 4921.50 (E)INLET A2-5.1-38" RISER & TEE 10"x 8"STA 10+76.13FL. EL 4924.2±INV. IN 4921.22 (W)INV. OUT 4921.22 (E)EXISTING GROUND PROPOSED GROUND 100-YEAR HGL DRAIN BASIN A2-5.1 (12'' Ø)STA 10+00.00FL. EL 4924.5±INV. IN 4920.36 (E)INV. IN 4920.36 (W)INV. OUT 4920.26 (S)SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 ST4 PLAN & PROFILESTORM DRAIN A2-2, A2-5, & A2-5.111 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 PROFILE SCALE: KEYMAP E. TRILBY ROAD ZIEGLER ROADEXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.FOR INLET SCHEDULE SEE DETAIL SHEET D8 PROPOSED RIGHT OF WAY STORM DRAIN A2-2 PROFILE SCALE: ST4 ST3 ST2 ST1 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 PROFILE SCALE: STORM DRAIN A2-5STORM DRAIN A2-5.1 VAULT F.O. D FOFOFOFOFOFOX XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADKECHTER FARM HOME OWNERS 400 E SIMPSON ST. STE 200, LAFAYETTE, CO KENJO LEGACY LLC (.50) 6131 ZIEGLER RD FORT COLLINS, CO D D H2O HY DD D GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE E E E E E E E E E E E E E E E E EEEEEEEEEVAULT ELEC VAULT ELEC VAULT ELEC EEEE E E E E E E EEET T EEM E E E EM E E E E E EEEEE E E E E E E E E E E E E EEEEE E STORM DRAIN A SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A(S) SEE SHEET ST2 STORM DRAIN A(S)-1 SEE SHEET ST2 PROJECT BOUNDARY BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5BUILDING 6 STREET A 24' - STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A2-2 SEE SHEET ST4 STORM DRAIN A2-5 SEE SHEET ST4 27' UTILITY EASEMENT STORM DRAIN A2-5.1 SEE SHEET ST4 FG=25.40 TF=26.07 FG=25.90 TF=26.57 FG=25.30 TF=25.97 FG=25.70 TF=26.37FG=25.10 TF=25.77 FG=25.25 TF=25.92 PEDESTRIAN RAMP PEDESTRIAN RAMP PEDESTRIAN RAMP 9' UTILITY EASEMENT 9' UTILITY EASEMENT TRACT B PA,EA&DE TRACT A PA,EA,D&UE SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 OG1 OVERALL GRADING PLAN12 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED OUTFLOW CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED GROUND SLOPE 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.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 3.ALL RISERS TO BE OF EQUAL HEIGHT WITH A MIN. OF 5 FT. SPACING BETWEEN STAIR SETS. NOTES: (47.45 ) EXISTING SPOT ELEVATION 33.43 EXISTING RIGHT OF WAY LEGEND: LIMITS OF DISTURBANCE LOD PROPOSED SWALE SLOPE 4:1 1.0% PROPOSED FLOW DIRECTION 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 X X X X XXXXXXXXXXD H2OHYDEEEEEEEE E E E E EEE EM KECHTER FARM HOME OWNERS 400 E SIMPSON ST. STE 200, LAFAYETTE, CO FG=25.25 TF=25.92 FG=25.40 TF=26.07 FG=25.10 TF=25.77 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S) SEE SHEET ST2 STORM DRAIN A(S)-1 SEE SHEET ST2 PROJECT BOUNDARY BUILDING 1 BUILDING 2 BUILDING 6 2 3 . 6 4 24.642 3 . 8 124.8024.0424.0424.4024.9525.3624.8724.76(2 4 . 1 1 )(24.53)24.532 5 . 0 7 25.48 25.232 4 . 3 9 24.3424.5824.3524.282 3 . 8 324.2423.9024.1024.2624.7023.8224.5724.46 25.26INLET INLET INLET INLET INLET INLET INLET INLET INLET INLET INLET INLET 2 3 . 9 4 24.0724.1824.8624.7524.5225.6425.6425.6426.102 5 . 1 0 24.9425.1626.0225.0524.9024.9124.9825.0224.9824.9424.93 24.97 25.00 25.1525.1624.2824.2825.5125.2425.17 (2 6 . 0 8 ) (2 6 . 0 1 ) 2 5 . 2 2 25.1826.0326.0925.1925.67 2 5 . 0 124.85 2 4 . 6 5 24.5124.4523. 2 0 23.26 23.3923.7224. 0 4 24. 1 6 24.2624. 3 4 25.102 5 . 1 025.102 5 . 1 0 2 5 . 1 0 25.3225.3225.3225.3224.8824.3624.92 (24.97)(24.93)(2 4 . 6 8 )(24.63)(24.40)(2 4 . 3 6 )(24.21)(2 4 . 1 7 )24.242.4%2.4%2.0%2.4%6.9%6.3%5.7%5.0%6.1%1 0 . 6 % 24.49 25.0224.8424.3325.0124.3225.1325.0725.0126.4924.6324.12 2.1%4.5%10.0% 2.4 % 1.4 %5.5%1.2%5.2%3.1%2.0%2.4%5.9%2.5%5.1%7.3%5.0%3.1% 3.4% 3.5% 3.2 % 3.1% 2.2%2.3% 2.9%3.1% 0.0%4.8%4.2%3.6%3.2%2.9%2.1%3.2%3.7% 2.9 % 2.1%3.1%2.6% 4.4 % 8.4% 5. 5 %16.3%10.1%1.0%6.3%4.3% 3.3% 2.7%2.4%(2 5 . 0 6 ) (2 5 . 1 3 ) (2 5 . 2 5 ) (2 5 . 3 2 ) STORM DRAIN A2-5.1 SEE SHEET ST423.9625.162 5 . 2 5 (27.28)(2 6 . 0 3 ) INLET 2 4 . 8 924.6424.81INLET 2.7%2. 1 %9.4%3 . 1% STORM DRAIN A2-2 SEE SHEET ST4 24.52 INLET 24.47 INLET INLET 23.68 2 5 . 4 725.2124.3325.9926.0025.3424.8224.5324.6025.649' UTILITY EASEMENT 27' UTILITY EASEMENT24.3224.25 24.87 24.94 26. 7 5 0.5% 0.5% 0.7% 0.7% 2.1 %0.5%0.4% 0.9%0.9%1.1%1.2%1.7%1.0%24.5224.80 ROW (WIDTH VARIES) 9.5%25.1024.2624.2024.4924.61INLET 25.32CRAWL SPACE GARAGE A "PORCH-LEFT" PORCH CRAWL SPACE GARAGE C PORCH CRAWL SPACE GARAGE D PORCH CRAWL SPACE GARAGE B PORCH CRAWL SPACE GARAGE A "PORCH-RIGHT"CRAWL SPACEGARAGEA "PORCH-LEFT"PORCHCRAWL SPACEGARAGEEPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEA "PORCH-RIGHT"PORCHCRAWL SPACEGARAGEA "PORCH-LEFT"CRAWL SPACEGARAGECPORCHCRAWL SPACEGARAGEDPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEFPORCHPORCH24.3524.9824.992 RISERS. SEE NOTE 3. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED OUTFLOW CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED GROUND SLOPE 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.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 3.ALL RISERS TO BE OF EQUAL HEIGHT WITH A MIN. OF 5 FT. SPACING BETWEEN STAIR SETS. NOTES: (47.45 ) EXISTING SPOT ELEVATION 33.43 EXISTING RIGHT OF WAY LEGEND: LIMITS OF DISTURBANCE LOD PROPOSED SWALE SLOPE 4:1 1.0% PROPOSED FLOW DIRECTION SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 G1 GRADING PLAN13 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCH LINE - SEE SHEET G2KEYMAP E. TRILBY ROAD ZIEGLER ROADCALL 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 VAULT F.O. D X X X X XXXXXX EAST TRILBY ROAD ZIEGLER ROADD D D EEE E E E E E E EEEEEEEEKENJO LEGACY LLC (.50) 6131 ZIEGLER RD FORT COLLINS, CO FG=25.90 TF=26.57 FG=25.30 TF=25.97 FG=25.70 TF=26.37 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2-5 SEE SHEET ST4 BUILDING 3 BUILDING 4 BUILDING 525.8825.482 4 . 8 8 24.432 3 . 9 024.0623.29 23.9523.5323.7023.8924.3424.062 4 . 4 924.9524.492 6 . 0 0 24.0622.8022.7121.2820.9322.2022.5222.7523.1223.51INLET INLET INLETINLET INLET INLET INLET INLET INLET INLET INLET INLET INLET24.6624.6924.8024.9125.5724.632 5 . 1 025.3725.4925.3725.2625.172 5 . 1 7 24.9825.1325.852 5 . 8 8 25.882 5 . 8 8 2 5 . 8 8 25.882 5 . 2 425.2425.23 24.8024.012 5 . 6 725.7027.2025.1425.5426.1024.6924. 8 5 24.7824.8724. 9 7 25.06 2 5 . 6 8 25.7025.7025.7025.7025.242 5 . 2 425.2425.2425.8825.8825.882 5 . 2 425.1325.32(23.91)(23.95)(23.23)(2 3 . 1 8 ) (2 2 . 8 3 )(22.78)(22.58)(2 2 . 5 2 ) (2 2 . 2 7 )(22.23)25.3125.46 24.8723.5923.2823.71(24.16) (2 2 . 6 2 )23.3223.772.4%2.2%8.0%4.8%5.0%4.1%5.2%23.592 4 . 9 2 2 1 . 2 0 21.5721.4521.8124.1825.1525.882 5 . 9 625.887.9%7.2%16.5%5.0%10.4%7.4% 3.6%8.6%30.4%24.8%2.3%0.0% 1 . 1%2.1%10.0%3.2%8.3%6.1% 9.7%13.2 %2.1%1.1%3.7%3.4%3.1%2.7%2.0%1.4%7.9 % 11. 5 % 5.1% 3.6% 5.9% 6.4%5.5%1.6%1.0%2.8%2.8%1.6%3.0% 2.8% 2.9%2.8%2.5%2.4%2.2%(23.97)(24.09) (2 2 . 9 0 )(22.84)STORM DRAIN A2 SEE SHEET ST3 (2 4 . 0 6 ) (2 1 . 6 6 )25.31INLET 24.75INLET 24. 7 8 INLET 2 4 . 8 9 11.3%24.3322.202 3 . 4 4 2 4 . 4 324.602 3 . 8 9 2 3 . 6 925.4324.5624.8225.6724.5924.6626.0325.4025.9022.942 3 . 5 322.40INLET22.21INLET 23.6824.42(23.56)(2 3 . 5 0 ) 2 3 . 7 3 24' - 27' UTILITY EASEMENT 9' UTILITY EASEMENT 1.1%1.3%0.5% 0.5%0.8% 0.5%1.6%0.5% 0.5% 0.0 % 1 . 6% 1.0%2.5% 0.3% 0 . 2% ROW (WIDTH VARIES) 23.5523.267.6%17.0%13.1% 25.90 INLET 24.5724.552 4 . 8 824.762 4 . 6 7CRAWL SPACEGARAGEA "PORCH-LEFT"PORCHCRAWL SPACEGARAGECPORCHCRAWL SPACEGARAGEDPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEA "PORCH-RIGHT"PORCHCRAWL SPACE A "PORCH-RIGHT" PORCH CRAWL SPACE GARAGE A "PORCH-LEFT" PORCH CRAWL SPACE GARAGE E PORCH CRAWL SPACE GARAGE B PORCH CRAWL SPACE GARAGE A "PORCH-RIGHT" PORCH CRAWL SPACEGARAGEA "PORCH-LEFT"PORCHCRAWL SPACEGARAGEEPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEA "PORCH-RIGHT"PORCHCRAWL SPACEA "PORCH-LEFT"PORCH(22.45)(22.77)(2 2 . 2 6 )24.8625.9725.9223.0123.06(2 2 . 7 3 ) (2 2 . 4 2 ) (2 2 . 2 8 ) 6 RISERS. SEE NOTE 3. 6 RISERS. SEE NOTE 3. 6 RISERS. SEE NOTE 3. 6 RISERS. SEE NOTE 3. 8 RISERS. SEE NOTE 3. 7 RISERS. SEE NOTE 3. 6 RISERS. SEE NOTE 3. 5 RISERS. SEE NOTE 3.4 RISERS. SEE NOTE 3. 3 RISERS. SEE NOTE 3. 2 RISERS. SEE NOTE 3. 4 RISERS. SEE NOTE 3. 3 RISERS. SEE NOTE 3. 2 RISERS. SEE NOTE 3. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED OUTFLOW CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED GROUND SLOPE 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.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 3.ALL RISERS TO BE OF EQUAL HEIGHT WITH A MIN. OF 5 FT. SPACING BETWEEN STAIR SETS. NOTES: (47.45 ) EXISTING SPOT ELEVATION 33.43 EXISTING RIGHT OF WAY LEGEND: LIMITS OF DISTURBANCE LOD PROPOSED SWALE SLOPE 4:1 1.0% PROPOSED FLOW DIRECTION SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 G2 GRADING PLAN14 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCH LINE - SEE SHEET G1KEYMAP E. TRILBY ROAD ZIEGLER ROADCALL 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 XXXFO FO FO FO FO FO FO FO FO FO FO FO EAST TRILBY ROAD KECHTER FARM HOME OWNERS 400 E SIMPSON ST. STE 200, LAFAYETTE, CO D STREET A GGGGGGGGGGGGGGEE E E E E E E E E E E E E EVAULT ELEC VAULT ELEC EEEE E E E E E T EEM EM E E E E E E E E E EEEEE E ∆ 24' - PROPOSED STORM MANHOLE (TYP.) STORM DRAIN A SEE SHEET ST1 STORM DRAIN A(S)-1 SEE SHEET ST2 STORM DRAIN A2-5 SEE SHEET ST4 STORM DRAIN A2 SEE SHEET ST3 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 5 BUILDING 6 6' SIDEWALK6' SIDEWALK4.5' SIDEWALKPROPOSED PEDESTRIAN RAMP (TYP.) 18'18' 16.5'16.5' 1.5' 27' UTILITY EASEMENT TRACT A PA, EA, D, & UE 4915 4920 4925 4930 4935 4915 4920 4925 4930 4935 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 -1.25%3.85% 1.90% 0.50% -1.90% -3.86 % -1.70% 0.70% 0.50%PVI STA = 10+00.46PVI ELEV = 4924.49PVI STA = 10+17.74PVI ELEV = 4925.15PVI STA = 10+22.79PVI ELEV = 4925.25PVI STA = 16+17.37PVI ELEV = 4923.83PVI STA = 16+21.82PVI ELEV = 4923.74PVI STA = 16+33.67PVI ELEV = 4923.29PVI STA = 11+99.79PVI ELEV = 4924.3235.1' VC HP ELEV = 4925.27 HP STA = 13+94.21 PVI STA = 14+01.75 PVI ELEV = 4925.33 BVCS: 13+84.21BVCE: 4925.24EVCS: 14+19.28EVCE: 4925.11A.D. = 1.75 K = 20.00 72.1' VC LP ELEV = 4923.89 LP STA = 11+28.08 PVI STA = 11+13.01 PVI ELEV = 4923.71 BCVS: 10+76.93BVCE: 4924.33ECVS: 11+49.08EVCE: 4923.96A.D. = 2.40 K = 30.00 43.8' VC LP ELEV = 4923.56 LP STA = 15+58.21 PVI STA = 15+48.80 PVI ELEV = 4923.48 BCVS: 15+26.88BVCE: 4923.76ECVS: 15+70.71EVCE: 4923.59A.D. = 1.75 K = 25.00 4925.214924.784924.364924.024923.894923.974924.144924.324924.444924.574924.694924.824924.944925.074925.194925.264925.044924.724924.414924.104923.784923.584923.624923.744923.62EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE 4915 4920 4925 4930 4935 4940 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 4915 4920 4925 4930 4935 4915 4920 4925 4930 4935 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+004924.974924.544924.124923.784923.664923.864924.044924.174924.304924.424924.554924.674924.804924.924925.024924.944924.724924.484924.174923.844923.404923.354923.474923.564924.974924.544924.124923.784923.664923.674923.784923.954924.114924.234924.364924.484924.614924.734924.864924.984924.944924.494924.174923.874923.634923.414923.324923.414923.534923.143.85% 1.90% -0.95% -1.25% -1.85%0.50% -1.90% -3.86 % -1.70% 1.04% 0.70% 0.50%PVI STA = 10+00.46PVI ELEV = 4924.25PVI STA = 10+17.74PVI ELEV = 4924.91PVI STA = 10+22.79PVI ELEV = 4925.01PVI STA = 14+50.65PVI ELEV = 4924.47PVI STA = 14+96.95PVI ELEV = 4923.89PVI STA = 16+14.81PVI ELEV = 4923.05PVI STA = 11+34.60PVI ELEV = 4923.72PVI STA = 11+43.71PVI ELEV = 4923.82PVI STA = 11+80.94PVI ELEV = 4924.08PVI STA = 13+65.37PVI ELEV = 4925.0035.4' VC HP ELEV = 4925.03 HP STA = 13+75.90 PVI STA = 13+91.40 PVI ELEV = 4925.04 BVCS: 13+73.70BVCE: 4925.02EVCS: 14+09.10EVCE: 4924.87A.D. = 1.01 K = 35.08 27.5' VC PVI STA = 10+90.69 PVI ELEV = 4923.85 BCVS: 10+76.93BVCE: 4924.09ECVS: 11+04.44EVCE: 4923.74A.D. = 0.92 K = 30.00 18.9' VC PVI STA = 15+26.64 PVI ELEV = 4923.34 BCVS: 15+17.18BVCE: 4923.52ECVS: 15+36.11EVCE: 4923.33A.D. = 1.66 K = 11.42 15.8' VC LP ELEV = 4923.32 LP STA = 15+39.37 PVI STA = 15+43.98 PVI ELEV = 4923.31 BCVS: 15+36.11BVCE: 4923.33ECVS: 15+51.86EVCE: 4923.35A.D. = 0.63 K = 24.96 3.85% 1.90% -1.85% -1.25% -0.95% -1.70% 0.53%0.70% 0.50%PVI STA = 10+00.46PVI ELEV = 4924.25PVI STA = 10+17.74PVI ELEV = 4924.91PVI STA = 10+22.79PVI ELEV = 4925.01PVI STA = 14+50.66PVI ELEV = 4924.47PVI STA = 14+96.96PVI ELEV = 4923.89PVI STA = 11+63.56PVI ELEV = 4923.72PVI STA = 11+81.41PVI ELEV = 4923.82PVI STA = 12+18.64PVI ELEV = 4924.08PVI STA = 14+03.06PVI ELEV = 4925.0018.1' VC HP ELEV = 4925.03 HP STA = 14+12.52 PVI STA = 14+20.43 PVI ELEV = 4925.04 BVCS: 14+11.40BVCE: 4925.02EVCS: 14+29.46EVCE: 4924.87A.D. = 1.98 K = 9.13 EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE 27.5' VC PVI STA = 10+90.69 PVI ELEV = 4923.85 BCVS: 10+76.93BVCE: 4924.09ECVS: 11+04.44EVCE: 4923.74A.D. = 0.92 K = 30.00 37.1' VC PVI STA = 15+55.16 PVI ELEV = 4923.34 BCVS: 15+36.59BVCE: 4923.52ECVS: 15+73.74EVCE: 4923.33A.D. = 0.85 K = 43.85 15.8' VC LP ELEV = 4923.32 LP STA = 15+77.05 PVI STA = 15+81.65 PVI ELEV = 4923.31 BCVS: 15+73.74BVCE: 4923.33ECVS: 15+89.57EVCE: 4923.35A.D. = 0.63 K = 25.07 VAULT F.O. D FOFOFOFOFOFOX XXX FO FO FO FO FO FO FO FOZIEGLER ROADSTREET A GGGGGG G G G G GGGGGGGGGGGGGE E E E E E EEEEEEEEVAULT ELEC E E E E E EEET E E E EEEEE E E E E E E E E ∆ ∆ 24' - STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2-5.1 SEE SHEET ST4 STORM DRAIN A2-5 SEE SHEET ST4 BUILDING 3 BUILDING 4 BUILDING 5 5' SIDEWALK6' SIDEWALK6' SIDEWALKEXISTING 5' SIDEWALK EXISTING 4.5' SIDEWALKSTORM DRAIN A2 SEE SHEET ST3 18'18' 16.5' WIDTH VARIES 27' UTILITY EASEMENT TRACT B PA, EA, & DE SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 R1 PLAN & PROFILESTREET A15 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 CENTERLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE 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 LINEMATCHSTA13+00LINEMATCHSTA13+00CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R D1 DETAILSSITE16VAN-ACCESSIBLEPARKINGMIN.MIN.ONE IN EVERYEIGHT ACCESSIBLESPACES, BUT NOTLESS THAN ONE,SHALL BE VANACCESSIBLE.ONE SIGNPER SPACEREQUIREDREQUIREDPER SPACEONE SIGNREQUIREDPER SPACEONE SIGNCAR ACCESSIBLEVAN ACCESSIBLE"UNIVERSAL DESIGN"CAR & VAN ACCESSIBLEORA "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.THIS DESIGN IS USED TO ACCOMMODATE CAR & VANACCESSIBLE PARKING SPACES, WHICH ELIMINATES THENEED FOR TWO SIGN TYPES.8'5'8'8'8'8'11'5'11'11'5'RESERVEDRESERVEDPARKINGRESERVEDPARKINGR7-8R7-8R7-8THICKNESS ASPHALT DESIGNED 2T*W ASPHALT 2T*WT W P.C. CROSSPAN THICKENED ASPHALT THICKENED ASPHALT THICKNESS DESIGNED AND WALK CURB, GUTTER T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN P.C. *-If subgrade is flyash treated, use T instead of 2T. Final asphalt lift, overlay or grade adjustment Depress ring 1/4" to 5/8" below adjacent finished street grade Slope up to match finished pavement Straight cut around ring Concrete grade ring to match slope or finished grade Grade ring Existing base course Manhole Shim / Grout 16" max.NOTE: 1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. Cover Support with Steel Shims and pack with High Strength Grout Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36"2.25" x 2.25" x 3'-0"2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. ** 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31)7'-0" MIN. CLEARANCE2' - 3' FROM F Street Curb See Figure 16-1 SW SAMPLEAVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST.L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS *12 Gauge 30"8"8"Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk AttachedDetached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0"6'-0" T.C.F.L.Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4"1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 Transition back of walk (typ.) Broom finishBroom finish SECTION A-A MID-BLOCK LOCATION Varies * 1:12 Slope (max.) 1:50 see note 2 Flowline(max.) Slope 1:12 5' A Varies * Wood float finish thru ramp Slope1:12Slope 1:12 CORNER LOCATION ramp finish thru Wood float Broom finish A Varie s *(max.)AA5'(max)(Radius varies) (typ.) back of walk Transition 2 Broom finishBACK OF WALK / LANDINGRetaining Curb (Optional)12"(max.)(min.)TWalk Curb Gutter NOTES: 1. T = Concrete thickness, 6" minimum for entire ramp area. 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. 5. 0" Curb height, See Section A-A. 6. Standard Curb and Gutter Section , See Standard Drawing 701. 2'-0" (min) 6" Walk Gutter Curb Varies *Detectable Warning 1/4" per ft. 1" per ft.1" per ft.1" per ft.1" per ft. On a radius hold 6" at the corners of the truncated dome warning.2"Retaining Curb (Optional) 6" * Curb to match slope of sidewalk, Ramp length not to exceed 15'-0" See Note 6 See Note 5 See Note 5 See Note 6 Detectable Warning, See Note 4 Detectable Warning, See Note 4 Retaining Curb (Optional) to retain ground behind the walk, if needed 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 D2 DETAILSSITE17 SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable MaterialsPavementThicknessVaries Varies1" (min.)(See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. NOTES: 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE. 3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF NO PARKING AREA. FIRE LANE NO PARKING BY ORDER OF THE FIRE MARSHAL STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 3/4" 12"12" FIRE LANE COLOR SCHEDULE BACKGROUND "P" RED WHITE BLACK LEGEND, CIRCLE DIAGONAL, BORDER, "ARROW", "FIRE LANE" (FORT COLLINS ONLY) Radius = 8" 1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches from flow line as shown. 2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot. 3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity. 4. Wood float finish is required over the sloped surface of ramp and flares. 5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match style of adjacent curb and gutter. 6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a maximum width of 8 feet. 7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material to be approved by local engineer 8. T = Concrete thickness, 6" minimum for entire ramp area. SECTION A-A PLAN VIEW N.T.S. N.T.S. NOTES: 2' Transition (TYP.) 4' (min) 6" 2' 1:20 (max) 1:12 (m a x )  T, See Note 8 0" Curb  Lip of Gutter Detectable Warning A A 1/2" per ft. 1" per ft. Flare Curb Flare Detectable Warning Curb Option, See Note 5 Curb (TYP.)SIDEWALK SIDEWALK0" Curb Height, See Section A-A (TYP) Standard Curb and Gutter, See Standard Dwg 701 (TYP) Pedestrian Landing Area, See Note 2 2' (min) 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 D3 DETAILSWATER18 SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27ROWROWROWROWROWROWROWROWAll changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 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 D4 DETAILSSANITARY SEWER19 SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27ROWROWROWROWROWROWROWROW4" TYP All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 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 D5 DETAILSDRAINAGE20 SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 GENERAL NOTES: 1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLED IN RADIUS AND PAN. 2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIAL STREET. 3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL AND COLLECTOR STREETS. AA B B A A AA B B A A 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 D6 DETAILSDRAINAGE21 SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 o 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 D7 DETAILSDRAINAGE22 SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 REV C7001-110-042DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 8-10-00DATE AWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 8-10-00 CJA DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTTSALPOLYN DUCT I L E I R ON TSALPOLYND UCTILEIRONDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTWHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN 2 INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN 3 VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8"6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 700 BASIN TYPICAL INSTALLATION OPTIONS 701 12 IN BASIN QUICK SPEC INSTALLATION DETAIL 703 BASIN TYPICAL INSTALLATION OPTIONS 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 702 12 IN BASIN QUICK SPEC INSTALLATION DETAIL 704 BASIN TYPICAL INSTALLATION OPTIONS 705 BASIN TYPICAL INSTALLATION OPTIONS D8 DETAILSDRAINAGE23 SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 803 AREA DRAIN BASIN DETAILS 800 BASIN TYPICAL INSTALLATION OPTIONS 801 DROP IN GRATE & RISER QUICK INSTALLATION DETAIL 804 BASIN TYPICAL INSTALLATION OPTIONS 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 Inlet ID INLET SIZE INLET TYPE STORM A Inlet A3 8-inch Nyloplast Round Standard Grate Inlet A4 8-inch Nyloplast Round Standard Grate Inlet A5 8-inch Nyloplast Round Drop In Grate Inlet A6 8-inch Nyloplast Round Drop In Grate Inlet A7 8-inch Nyloplast Round Drop In Grate Inlet A8 8-inch Nyloplast Round Drop In Grate Inlet A9 8-inch Nyloplast Round Drop In Grate Inlet A10 8-inch Nyloplast Round Drop In Grate Inlet A11 8-inch Nyloplast Round Drop In Grate Inlet A12 8-inch Nyloplast Round Drop In Grate Inlet A13 8-inch Nyloplast Round Standard Grate Inlet A14 8-inch Nyloplast Round Standard Grate Inlet A15 8-inch Nyloplast Round Drop In Grate Inlet A16 8-inch Nyloplast Round Drop In Grate Inlet A17 8-inch Nyloplast Round Drop In Grate Inlet A18 8-inch Nyloplast Round Drop In Grate STORM A (S) Inlet A(S)-1 8-inch Nyloplast Round Standard Grate Inlet A(S)-2 10-inch Nyloplast Round Standard Grate Inlet A(S)-3 10-inch Nyloplast Round Standard Grate Inlet A(S)-4 10-inch Nyloplast Round Standard Grate STORM A (S)-1 Inlet A(S)-1.1 10-inch Nyloplast Round Standard Grate STORM A2 Inlet A2-1 5 feet Type R Inlet Inlet A2-2 5 feet Type R Inlet Inlet A2-3 8-inch Nyloplast Round Solid Grate Inlet A2-5 8-inch Nyloplast Round Standard Grate Inlet A2-6 5 feet Type R Inlet Inlet A2-7 5 feet Type R Inlet STORM A2-2 Inlet A2-2.1 10-inch Nyloplast Round Standard Grate STORM A2-5 Inlet A2-5.1 8-inch Nyloplast Round Standard Grate Inlet A2-5.2 8-inch Nyloplast Round Standard Grate Inlet A2-5.3 8-inch Nyloplast Round Standard Grate Inlet A2-5.4 8-inch Nyloplast Round Drop In Grate STORM A2-5.1 Inlet A2-5.1-1 8-inch Nyloplast Round Standard Grate Inlet A2-5.1-2 8-inch Nyloplast Round Drop In Grate Inlet A2-5.1-3 8-inch Nyloplast Round Drop In Grate Inlet A2-5.1-4 10-inch Nyloplast Round Standard Grate Inlet A2-5.1-5 10-inch Nyloplast Round Standard GrateDUCTI L EIRON-DO NOT POL L U T D RAIN STOWATERWAYSENYLOPLASTDUCTILE I RON-DONO TPOL LU T D R A IN STOWATERWAYSENYLOPLAST DUCTI LE I R ON-DONOTPOLL UT DRAIN STOWATERWAYSENYLOPLAST TYPICAL JUNCTIONS AREA DRAIN GRATE ELEVATION FINISHED GRADE GRATE ELEVATION NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACCOUNT FOR GRATE ELEVATION, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED. PLAN VIEW INLINE JUNCTION - PROFILE AREA DRAIN BASIN DETAILS 802 VAULT F.O. D FOFOFOFOFOFOX XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADD D H2O HY DD D STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S) SEE SHEET ST2 STORM DRAIN A(S)-1 SEE SHEET ST2 STORM DRAIN A2-5.1 SEE SHEET ST4 STORM DRAIN A2-5 SEE SHEET ST4 24' FL-FLPROJECT BOUNDARY BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5BUILDING 6 GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGSFSFSFSFSFSFSFSFSFSFSF SFSFSF SFSFS F S F S F S F S F S F S F S F SF SF SF SF SF SF SF 27' UTILITY EASEMENT SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 EC1 PLANEROSION CONTROL24 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY BENCHMARK/BASIS OF BEARING: 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 FINAL DRAINAGE REPORT, DATED AUGUST 11TH, 2021 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 BENCHMARK: #1 NGS A 409 (NAVD88) Elevation=5039.43 Basis of Bearings The Basis of Bearings is the East line of the Southeast Quarter of the Northeast Quarter of Section 8-6-68 as bearing North 00° 17' 16" East, and monumented as shown on the 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 ) 0 1 INCH = 40 FEET 40 40 80 120 EC2 DETAILSEROSION CONTROL25 SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 VTC ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2"100 1-1/2"90-100 1"20-55 3/4"0-15 3/8"0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS 001 CONCRETE WASHOUT AREA 002 ROCK SOCK 003 VEHICLE TRACKING PAD 004 SILT FENCE SF CWA 005 CURB INLET PROTECTION IP POSTS PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. SILT FENCE JOINTS DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. INSTALLATION NOTES: 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. 2. 3. 4" MIN. 4" MIN. 1 12" x 1 12" WOODEN FENCE POSTS SF 007 DROP INLET WATTLE FILTER WITH NO GAPS (TYP.) TIGHTLY ABUTTING ENTRENCH 3"FLOWFLOWNOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (8" MIN. DIAMETER) IP 006 SWALE WATTLE DIKE 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 VAULT F.O. D FOFOFOFOFOFOFOFOX X XXXXXXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADD D H2O D D 24' FL-FL BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5BUILDING 6 GGGGGGGG G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGEE E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEVAULT ELEC EVAULT ELEC VAULT ELEC EEEEEE E E E E E E E EEEEET T EEM E E E E EM E E E E E EEEEE E E E E E E E E E E E E EEEEE E 27' UTILITY EASEMENT a20 a1 a2 a3 a4 a5 a6 a9 a10 a8 a7 a11 a18 a12 a13 a14 a15a16 a17 a19 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S)-1 SEE SHEET ST2 STORM DRAIN A2-5.1 SEE SHEET ST4 STORM DRAIN A2-5 SEE SHEET ST4PROJECT BOUNDARY STORM DRAIN A(S) SEE SHEET ST2 A10 A9 A6A5 A3 A2 A1 A8 A7 A4 A11A20 A12 A13 A14 A15A16 A17 A18 A19 SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 DR1 PLANDRAINAGE EXHIBIT26 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 = 30 FEET 30 30 60 90 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: 1.REFER TO THE Final Drainage Report, dated August 11th, 2021 FOR ADDITIONAL INFORMATION. LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION A DRAINAGE SUMMARY Developed Basins a1 A1 0.115 0.69 0.86 5 5 0.22 0.98 a2 A2 0.255 0.83 1.00 5 5 0.60 2.53 a3 A3 0.065 0.20 0.25 6 5 0.04 0.16 a4 A4 0.076 0.73 0.91 5 5 0.16 0.68 a5 A5 0.071 0.74 0.93 5 5 0.15 0.66 a6 A6 0.069 0.65 0.82 5 5 0.13 0.56 a7 A7 0.034 0.51 0.64 5 5 0.05 0.22 a8 A8 0.042 0.20 0.25 5 5 0.02 0.10 a9 A9 0.085 0.30 0.38 6 5 0.07 0.32 a10 A10 0.724 0.86 1.00 5 5 1.78 7.21 a11 A11 0.222 0.84 1.00 5 5 0.53 2.21 a12 A12 0.126 0.64 0.80 5 5 0.23 1.00 a13 A13 0.069 0.20 0.25 9 8 0.03 0.14 a14 A14 0.097 0.20 0.25 9 8 0.05 0.20 a15 A15 0.164 0.66 0.82 6 5 0.30 1.35 a16 A16 0.141 0.68 0.85 5 5 0.27 1.19 a17 A17 0.010 0.61 0.76 5 5 0.02 0.07 a18 A18 0.051 0.20 0.25 7 6 0.03 0.12 a19 A19 0.136 0.72 0.90 5 5 0.28 1.21 a20 A20 0.112 0.31 0.39 5 5 0.10 0.43 H2O V.P. H2O V.P.C.O.S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR W CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRI SOI S OCONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRCONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRCONTROL IRRCONTROL IRRCONTROL IRR VAULT F.O. D S S FOFOFOFOFOFOFOFOIRRIRRIRRIRRIRRIRRIRRIRR IRR IRRIRRIRRIRRIRR IRR IRR IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRR X X XXXXXXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOSTSTSTSTSTSTSTSTST284.0'SSSSSSSSSSSSSS SS SS SS EAST TRILBY ROAD ZIEGLER ROADD D H2O D D H1 H2 h1 h2 EXISTING STORM DRAIN PROJECT BOUNDARY EXISTING STORM DRAIN SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 H-DRNPLANHISTORIC DRAINAGE EXHIBIT27 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 = 30 FEET 30 30 60 90 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: 1.REFER TO THE Final Drainage Report, dated August 11th, 2021 FOR ADDITIONAL INFORMATION. LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION A DRAINAGE SUMMARY Design Point Basin ID Total Area (acres) C2 C100 2-Yr Tc (min) 100-Yr Tc (min) Q2 (cfs) Q100 (cfs) Developed Basins h1 H1 1.411 0.20 0.25 13 13 0.57 2.48 h2 H2 1.251 0.20 0.25 13 13 0.50 2.20