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HomeMy WebLinkAboutBUCKING HORSE FILING FIVE - MA240135 - SUBMITTAL DOCUMENTS - ROUND 1 - Utility PlansOCTOBER 2024 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH BUCKING HORSE FILING ONE MINOR AMENDMENT PROJECT TEAM: Northern Engineering Services, Inc. Cassandra Ungerman, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE ENGINEER GEOTECHNICAL ENGINEER Earth Engineering Company, Inc. Lester Litton, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 SHEET INDEX BUCKING HORSE FILING ONE LOTS 1, 2 AND 3 BLOCK 4 LOCATED IN SECTION 20, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. Northern Engineering Services, Inc. Tharen Helgerson, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970)221-4158 SITE SURVEYOR UTILITY PLANS FOR 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 CS1 COVER SHEET CS2 - CS3 GENERAL & CONSTRUCTION NOTES EX1 EXISTING CONDITIONS & DEMOLITION PLAN PV1 PAVING PLAN GRADING SHEETS OG1 OVERALL GRADING PLAN G1 - G2 GRADING PLAN UTILITY SHEETS U1 UTILITY PLAN ST1 STORM DRAIN 9 PLAN & PROFILE DETAIL SHEETS D1 - D3 DETAILS DRAINAGE SHEETS EC1 EROSION CONTROL EXHIBIT EC2 EROSION CONTROL DETAILS Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 CS1 CO V E R S H E E T 1 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 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT BENCHMARKS: PROJECT LOCATION S. T I M B E R L I N E R O A D GRE A T W E S T E R N R A I L R O A D MIL E S H O U S E A V E . E. DRAKE ROAD FIELD SURVEY BY: Earth Engineering Consultants, Inc Geotechnical Exploration Report Bucking Horse Development - Southeast Project No. 1122025C Date: July 19, 2012 SUBSURFACE EXPLORATION BY: Additional Survey Information: Northern Engineering, Services Project No. 687-002 Date: July 18, 2014 Washburn Land Surveying, Inc.Washburn Land Surveying, Inc. WS Project No. 2012-003 WS Project No. 2020-004 Date: February 24, 2012 Date: July 14, 2020 Washburn Land Surveying, Inc.Washburn Land Surveying, Inc. WS Project No. 2012-003 WS Project No. 2021-0060 Date: August 24, 2015 Date: March 4, 2022 PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 4-07 SOUTHWEST CORNER OF TIMBERLINE RD. AND BEAR MOUNTAIN DR. DUE NORTH OF NEW POLICE BUILDING ON THE SOUTHWEST CORNER OF A CATCH BASIN. ELEVATION = 4942.84 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 17-92 300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE RD. AND TIMBERLINE RD. IN THE TOP OF AN IRRIGATION STRUCTURE. ELEVATION = 4938.70 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.185' BASIS OF BEARING: THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 20, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, MONUMENTED ON THE WEST END BY A 2.5" ALUMINUM CAP IN RANGE BOX MARKED "CITY OF FORT COLLINS 2001 LS 17497" AND ON THE EAST END BY A 3.25" ALUMINUM CAP IN A RANGE BOX MARKED "JR ENGINEERING 2005 PLS 37963", WHICH, ACCORDING TO THE PLAT OF SIDEHILL - FILING TWO, BEARS S89°26'35"E A DISTANCE OF 2641.77'. TRAFFIC ENGINEER Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 Russell + Mills Studios Shelley LaMastra, PLA 506 S. College Avenue, Unit A Fort Collins, CO 80524 (970) 484-8855 Bucking Horse, LLC Gino Campana 3702 Manhatten Ave., Suite 201 Fort Collins, CO 80526 (970) 229-5900 PLANNER/ LANDSCAPE ARCHITECT DEVELOPER/APPLICANT 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: GAS-----------------Xcel Energy-----------------------------Cory Thelen (970) 225-7843 ELECTRIC--------City of Fort Collins Light & Power--Rob Irish (970) 224-6167 CABLE-------------Comcast----------------------------------Marcus Petty (720) 275-0572 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------City of Fort Collins Utilities-----------Wes Lamarque (970) 416-2418 WASTEWATER--City of Fort Collins Utilities-----------Wes Lamarque (970) 416-2418 STORMWATER-City of Fort Collins Utilities----------- Wes Lamarque (970) 416-2418 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 and Erosion Control Report for Bucking Horse-Filing One dated September 19, 2012, Drainage Memo for Jessup Farm - Minor Amendment dated February 24, 2020, and Drainage Memo for Bucking Horse Filing One Minor Amendment dated October 30, 2024 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: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 4-07 SOUTHWEST CORNER OF TIMBERLINE RD. AND BEAR MOUNTAIN DR. DUE NORTH OF NEW POLICE BUILDING ON THE SOUTHWEST CORNER OF A CATCH BASIN. ELEVATION = 4942.84 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 17-92 300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE RD. AND TIMBERLINE RD. IN THE TOP OF AN IRRIGATION STRUCTURE. ELEVATION = 4938.70 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.185' BASIS OF BEARING: THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 20, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, MONUMENTED ON THE WEST END BY A 2.5" ALUMINUM CAP IN RANGE BOX MARKED "CITY OF FORT COLLINS 2001 LS 17497" AND ON THE EAST END BY A 3.25" ALUMINUM CAP IN A RANGE BOX MARKED "JR ENGINEERING 2005 PLS 37963", WHICH, ACCORDING TO THE PLAT OF SIDEHILL - FILING TWO, BEARS S89°26'35"E A DISTANCE OF 2641.77'. 41.All stationing is based on centerline of roadways unless otherwise noted. 42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48.Approved Variances are listed as follows: N/A CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15.To ensure that sediment does not move off of individual lots one or more of the following sediment/erosion control BMPs shall be installed and maintained until the lots are sufficiently stabilized, are determined by the erosion control inspector. (a.) Below all gutter downspouts (b.) Out to drainage swales (c.) Along lot perimeter (d.) Other locations, If needed 16.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 of Fort Collins. 17.A Vehicle Tracking Pad shall be installed whenever it is necessary for construction equipment including but not limited to personal vehicles exiting existing roadways. No earthen materials, i.e. stone, dirt, etc., shall be placed in the curb and gutter or roadway as a ramp to access temporary stockpile(s), staging area(s), construction material(s), concrete washout area(s) and/or building site(s). 18.For additional information see separate Stormwater Management Plan / Erosion Control Report for Bucking Horse-Filing One for additional information. 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. 16.Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs or call the City Traffic Division to have them removed. 17.No "Reset" anchors, posts, signs, and/or delineators will be accepted. 18.All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria. 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 and Erosion Control Report for Bucking Horse-Filing One dated September 19, 2012, Drainage Memo for Jessup Farm - Minor Amendment dated February 24, 2020, and Drainage Memo for Bucking Horse Filing One Minor Amendment dated October 30, 2024 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. 4.See City of Fort Collins Stormwater Criteria Manual - Appendix F Construction Control Measures Standard Notes and Standard Erosion Control Notes. 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. Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 CS2 CO N S T R U C T I O N N O T E S GE N E R A L & 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 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 CS3 CO N S T R U C T I O N N O T E S GE N E R A L & 3 H. STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) General Erosion Control Requirements These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria Manual (FCSCM), and that any conflict is resolved by the more stringent requirement controlling. 1.The Property Owner, Owner’s Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what is needed on a project. 2.The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the Development Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to this project. 3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilization of the construction site. 4.The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can result in further enforcement actions. 5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for removal, relocation, or replacement in the course of construction. 6.At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activities associated with this project. 7.All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activities commencing. 8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current state and progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspections and site condition updates shall be made available upon request by the City. 9.All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but not limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations. 10.The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering, Clean Water Act, Army Corps of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits or copies shall be made available upon request by the City. 11.The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and self-inspections, etc. of the Control Measures involved in the construction activities. 12.The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for any explanations, interpretations, or supplementary data provided by others. 13.All Control Measures shall be installed in accordance with the Manual. 14.The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority. 15.As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual. 16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor. 17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any drainage way. 18.Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic. 19.Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures’ details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineering and hydrological practices Land disturbance, Stockpiles, and Storage of Soils 20.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved by the City. Disturbances beyond these limits will be restored to original condition. 21.Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities as much possible. 22.All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials from leaving the site. 23.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation, and/or other permanent erosion control is installed. 24.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented. 25.All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 26.All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall be thoroughly cleaned out. 27.All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through the use of Control Measures. 28.All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall have some form of effective sediment control as the, or as part of the, perimeter control. 29.All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through use of Control Measures. 30.No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporary erosion control shall be implemented with or until temporary seeding or permanent erosion control can be performed. 31.All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification. Vehicle Tracking 32.At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities). 33.In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system. 34.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in the street right of way (public or private). 35.If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion Control Inspector. Loading and Unloading Operations 36.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition that could impact water quality. Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals 37.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspection and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways. 38.Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. Vehicle and equipment maintenance and fueling 39.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close. Significant Dust or Particulate generating Process 40.The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment 41.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall be implemented. These Control Measures shall be frequently cleaned out. 42.The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumping wash water on to the dirt or other uncontrolled locations. Dedicated Asphalt and concrete batch plants 43.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site. Concrete Saw Cutting Materials 44.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall prevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper and legal disposal. Waste Materials Storage and Sanitary Facilities 45.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers. 46.Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways. Other Site Operations and Potential Spill Areas 47.Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no way threaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall be cleaned up immediately. 48.Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven to cause entrapment issues. Final stabilization and project completion 49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility. 50.All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures. 51.All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans and per City of Fort Collins Standards within 14 working days of final grading. 52.Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code. 53.All seeding shall refer to landscaping plans or the Erosion Control Plans for species mixture and application rates and depths requirements. 54.All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification. 55.All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnot produce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent erosion control can be performed. 56.The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%) vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction Control Measures. 57.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All measures shall be removed within 30 days after final stabilization is achieved. 58.The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has been reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties. S F S W F S S W SS SS SS SS SS SSW F S W S W E E E E E E E E E E E E E E E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C S S S W W W W FD C F R.T.U. 19 21 22 509 SF GARAGE 1 168 SF STORAGE 2 131 SF OFFICE 3 28 29 UP X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X W W W S S HYD CC C C S HYDS C C E E E E G GGG G CT V CTV CT V CT V W W W SS SS SS SS E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV E E CTV CTV CTV W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G E E E E E E W W W W W W W W F 3 CY 3 CY tras h rec y c ±45 L.F. OF FIRE SERVICE TO BE REMOVED ±4005 S.F. OF CONCRETE TO BE REMOVED EXISTING TRANSFORMER TO BE RELOCATED EXISTING COMMUNICATIONS PEDESTAL TO BE RELOCATED WATER SERVICE TO BE REUSED EXISTING COMMUNICATIONS PEDESTAL TO BE RELOCATED ± 54 L.F. OF EXISTING COMMUNICATIONS LINE TO BE RELOCATED ± 82 L.F. OF EXISTING CURB AND GUTTER TO BE REMOVED ± 64 L.F. OF EXISTING CURB AND GUTTER TO BE REMOVED ± 60 L.F. OF EXISTING CURB AND GUTTER TO BE REMOVED ± 90 L.F. OF EXISTING CURB AND GUTTER TO BE REMOVED EXISTING TRASH ENCLOSURES TO BE REMOVED ± 52 L.F. OF EXISTING CURB AND GUTTER TO BE REMOVED EXISTING PARKING STRIPING TO BE REMOVED ± 129 L.F. OF EXISTING CURB AND GUTTER TO BE REMOVED / / / / / / / //////////////////////////////////// / / / / / / / / / / / / / / / / / ///////////////// ± 129 L.F. OF EXISTING CURB AND GUTTER TO BE REMOVED EXISTING PARKING STRIPING TO BE REMOVED ADA STALL STRIPING TO BE REMOVED GRE A T W E S T E R N R A I L R O A D EXISTING BUILDING EXISTING BUILDING EXISTING 4" SANITARY SERVICE EXISTING ELECTRIC / TELEPHONE / CABLE EXISTING TRANSFORMER EXISTING TRANSFORMER EXISTING TELECOM PEDESTAL (TYP.) EXISTING TREES TO REMAIN (TYP.) EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING TREES TO REMAIN (TYP.) EXISTING FIRE HYDRANT ±7604 S.F. OF CONCRETE TO BE REMOVED EXISTING 5' SIDEWALK EXISTING STORM LINE EXISTING SIDEWALK CULVERT EXISTING 1.5" WATER METER AND CURB STOP TO BE RELOCATED EXISTING 6" FIRE SERVICE EXISTING 1.5" WATER METER AND CURB STOP TO BE RELOCATED EXISTING 8" WATER LINE EXISTING 6" SANITARY SERVICE / / / / / / / /////////////////////////////////////////////// EXISTING FENCE // /////////////////////////// ///////////////////////////////////////////////// EXISTING PARKING STRIPING TO BE REMOVED EXISTING FENCE ///////////////////////////// / / //////////////////////////// // / ///////////////////////////////// ///////// / / / / / / / //////////////////// EXISTING FIRE HYDRANT EXISTING 6" SANITARY SERVICE ///////////////////////////////////////////////////// / / / / / / / / / / / / / /////////// EXISTING LIGHT (TYP.) EXISTING ELECTRIC LINE EXISTING 6' SIDEWALK 26' FL - F L //////////// ±20 L.F. OF EXISTING CURB AND GUTTER TO BE REMOVED AND REPLACED ±17 L.F. OF EXISTING CURB AND GUTTER TO BE REMOVED AND REPLACED ////////// EXISTING 26' EMERGENCY ACCESS EASEMENT TO BE VACATED EXISTING BUILDING ENVELOPES/EASEMENT EXCLUSION TO BE VACATED EXISTING 8" SANITARY SEWER EXISTING TRASH ENCLOSURE EXISTING CURB CUT EXISTING DETENTION POND 3 (BUCKING HORSE) EXISTING CURB CUT EXISTING BUILDING ENVELOPES/EASEMENT EXCLUSION TO BE VACATED EXISTING 26' EMERGENCY ACCESS EASEMENT TO BE VACATED EXISTING CURB CUT EXISTING CURB CUT EXISTING CURB CUT EXISTING TRASH ENCLOSURE EXISTING 24' EMERGENCY ACCESS EASEMENT ±37 L.F. SAWCUT ±88 L.F. SAWCUT EXISTING SOFT PAN ±400 S.F. OF CONCRETE TO BE REMOVED EX1 DE M O L I T I O N P L A N EX I S T I N G C O N D I T I O N S & 4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 KEYMAP S T I M B E R L I N E R O A D 19 21 22 509 SF GARAGE1 168 SF STORAGE2 131 SFOFFICE3 28 29 UP BLACKBIRD DRIVE JE S S U P D R I V E BLUE Y O N D E R WAY 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: SUBSURFACE EXPLORATION 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 SAWCUT 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 Additional Survey Information: Northern Engineering, Services Project No. 687-002 Date: July 18, 2014 Washburn Land Surveying, Inc.Washburn Land Surveying, Inc. WS Project No. 2012-003 WS Project No. 2020-004 Date: February 24, 2012 Date: July 14, 2020 Washburn Land Surveying, Inc.Washburn Land Surveying, Inc. WS Project No. 2012-003 WS Project No. 2021-0060 Date: August 24, 2015 Date: March 4, 2022 Earth Engineering Consultants, Inc Geotechnical Exploration Report Bucking Horse Development - Southeast Project No. 1122025C Date: July 19, 2012 CONCRETE TO BE REMOVED 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 10.REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 S W F S S W SS SS SS SS SSW F S W S W E E E E E E E E E E E E E E E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C S S S W W W W FD C R.T.U. 19 21 22 509 SF GARAGE 1 168 SF STORAGE 2 131 SF OFFICE 3 28 29 UP W W W W W X X X G G G G G G G G G G G E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X W W W S S HYD C S HYDS C C E E E E G GGG G CT V CTV CT V CT V W W W SS SS SS SS E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV E E CTV CTV CTV W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G E E E E E E W W W W W W W W F 3 CY 3 CY tras h recy c A A A A A A A A A A A A A A EXI S T I N G 6 ' S I D E W A L K GRE A T W E S T E R N R A I L R O A D EXISTING 6' SIDEWALK EXIST I N G S O F T T R A I L EXISTING 2' SIDEWALK CHASE EXISTING 26' EMERGENCY ACCESS EASEMENT EXISTING 20' EMERGENCY ACCESS EASEMENT 6' S I D E W A L K EXISTING 15" RCP ±82 L.F. PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED INFALL CURB AND GUTTEREXISTING BUILDING EXISTING BUILDING EXISTING 4" SANITARY SERVICE EXISTING ELECTRIC / TELEPHONE / CABLE EXISTING TRANSFORMER EXISTING TELECOM PEDESTAL (TYP.) EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING FIRE HYDRANT PROPOSED PARKING STALL STRIPING N:19006.27 E:10600.01 N:18935.23 E:10529.63 N:19126.67 E:10336.41 N:19197.71 E:10406.78 N:19276.10 E:10188.43 N:19340.09 E:10251.83 N:19296.37 E:10290.28 N:19243.74 E:10238.14 24' EMERGENCY ACCESS EASEMENT PROPOSED BUILDING 12 PROPOSED BIKE RACKS (RE: LANDSCAPE PLANS) PROPOSED ACCESS RAMP 8' S I D E W A L K 6' S I D E W A L K 6' S I D E W A L K 7' S I D E W A L K 7' S I D E W A L K PROPOSED BUILDING 11 10' 9' 9' 5' 20' 20' PROPOSED ACCESS RAMPS PROPOSED ACCESS RAMP PROPOSED STAIRS 8' S I D E W A L K 12' 8' 6' 14' 12' 6' S I D E W A L K 1 1 1 ±834 L.F. PROPOSED VERTICAL OUTFALL CURB AND GUTTER EXISTING 18" VERTICAL CURB AND GUTTER EXISTING SIDEWALK CHASE EXISTING FENCE EXISTING 24' EMERGENCY ACCESS EASEMENT 3 3 3 EXISTING 24' EMERGENCY ACCESS EASEMENT PROPOSED 2' SIDEWALK CHASE 1 EXISTING DETENTION POND 3 (BUCKING HORSE) 9' 17' 9' 17' 24' EMERGENCY ACCESS EASEMENT PROPOSED STAIRS 3 3 3 6' 6' PROPOSED ACCESS RAMP PROPOSED CURB AND GUTTER PROPOSED ACCESS RAMP PV1 PA V I N G P L A N 5 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 KEYMAP S T I M B E R L I N E R O A D 19 21 22 509 SF GARAGE1 168 SF STORAGE2 131 SFOFFICE3 28 29 UP BLACKBIRD DRIVE JE S S U P D R I V E BLUE Y O N D E R WAY 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. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: PROPOSED CONCRETE PAVING SITE SIGN LEGEND SIGNAGE NOTE: SIGN LOCATIONS SHOWN ARE APPROXIMATE. FINAL LOCATION MAY VARY. RESERVED PARKING P FIRE LANE 1 3 PROPOSED MINOR AMENDMENT S W F S S W SS SS SS SS SS SSW F S W S W E E E E E E E E E E E E E E E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C S S S W W W W FD C R.T.U. 19 21 22 509 SF GARAGE 1 168 SF STORAGE 2 131 SF OFFICE 3 28 29 UP W W W W W X X E E G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X W W W S S HYD C S HYDS C C E E E E G GGG G CT V CTV CT V CT V W W W SS SS SS SS E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV E E CTV CTV CTV W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G E E E E E E E W W W W W W W W F 3 CY 3 CY tras h rec y c A A A A A A A A A A A A A A GRE A T W E S T E R N R A I L R O A D EXISTING BUILDING EXISTING BUILDING EXISTING 4" SANITARY SERVICE TO BE USED EXISTING ELECTRIC / TELEPHONE / CABLE EXISTING TRANSFORMER EXISTING TELECOM PEDESTAL (TYP.) EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING FIRE HYDRANT EXISTING 12" STORM DRAIN PROPOSED STAIRS PROPOSED ACCESS RAMPS PROPOSED ACCESS RAMPS PROPOSED ACCESS RAMPS PROPOSED ACCESS RAMPS EXISTING VERTICAL CURB AND GUTTER 6' S I D E W A L K 7' S I D E W A L K 6' S I D E W A L K 7' S I D E W A L K 8' S I D E W A L K 8' S I D E W A L K 6' S I D E W A L K 6' S I D E W A L K EXISTING CURB CUT EXISTING CURB CUT EXISTING CURB CUT EXISTING CURB CUT PROPOSED CURB CUT EXTENSIONEXISTING CURB CUT AN RIPRAP RUNDOWN EXI S T I N G 6 ' S I D E W A L K S T I M B E R L I N E R O A D EXISTING DETENTION POND 3 (BUCKING HORSE) EXISTING 18" STORM DRAIN EXISTING 24' EMERGENCY ACCESS EASEMENT PROPOSED BUILDING 12 PROPOSED BUILDING 11 FFE=24.67 FFE=24.66 W W F S I E E E E CTV CTV CTV CTV E E CTV CTV PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS EXISTING SOFT PAN STORM DRAIN LINE 9 SEE SHEET ST1 24' EMERGENCY ACCESS EASEMENT EXISTING CURB CUT PROPOSED ACCESS RAMP PROPOSED ACCESS RAMP PROPOSED ACCESS RAMP OG1 OV E R A L L G R A D I N G P L A N 6 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 KEYMAP S T I M B E R L I N E R O A D 19 21 22 509 SF GARAGE1 168 SF STORAGE2 131 SFOFFICE3 28 29 UP BLACKBIRD DRIVE JE S S U P D R I V E BLUE Y O N D E R WAY PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK PROPOSED MINOR AMENDMENT E E E E E E/T/ C E/T/ C E/T/ C E XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X I F A AA A AA A A A 24. 5 6 24.33 24.53 24.2 6 23.84 24.10 24.20 24 . 1 2 24.20 21.54 24 . 0 7 21.54 24.51 23 . 7 7 24.2 6 24.72 23.75 23.29 22.1 0 (21.37) 21.05 20.3 3 (20.60) (19.8 9 ) 20.72 20. 9 6 24.51 24. 5 1 2. 0 % 1. 5 % 16 . 6 % 8' S I D E W A L K 8' S I D E W A L K 24.67 FFE=24.66 FFE=24.67 21 . 3 9 1.3% 1. 6 % 0.2% 20.97 20.60 20.75 20.80 19.75 (19.73) 24 . 3 3 24.3 5 0. 5 % 0. 9 % 20.4 6 20. 4 0 20.41 20.51 20.6 8 20.60 20 . 6 0 20.6 6 (1 . 7 % ) (0 . 9 % ) 1.7 % 1.6 % (23.42)(23.42) 23.08 23.0 4 23.78 23.74 24.13 (23.55) 24 . 5 1 24 . 5 1 0.5%0.8%23.16 23.16 (24.05)6' SIDEWALK 7' SIDEWALK 3. 6 % 3. 6 % 2. 1 % 2. 0 % 2. 0 % 2. 0 % 7.0 % 6.4% 17 . 4 % 15 . 6 % 8. 2 % 2.5% 2.0% 2. 1 % 6' SIDEWALK 6' 8'12' EXISTING CURB CUT AND RUNDOWNS EXISTING BUILDING (23.21) 11.7% 17.4% 2.0% (22 . 0 9 ) 20.43 0.5%0.4%0.3% 2. 1 % 2. 1 % 2. 1 % 2. 1 % 2. 1 % (0.5%)(0.5%) (24 . 4 9 ) (24.0 2 ) (23 . 9 8 ) (23 . 9 4 ) 24.6 3 24.3724.06 23.90 2. 1 %5.6% 2. 0 % 2. 0 % 6' SIDEWALK 2.3 % 2.2% 2. 1 % 1.0% 2. 0 % 2. 0 % 2. 0 % EXISTING BUILDING 2. 0 % JESSUP DRIVE EXISTING CURB CUT AND RUNDOWNS PROPOSED ACCESS RAMP (TYP.) (1.0%) (4 . 0 : 1 ) 22.9 6 LP (1 . 1 % ) (1 . 1 % ) PROPOSED STORM DRAIN EXISTING FENCES 6' 6' 24.2 7 24 . 3 7 24.39 2. 0 % 1. 0 % 2. 0 % 1. 5 % 2. 0 % 23.96 23 . 8 4 23.7 6 24. 0 7 21.27 24.03 1.4% 5: 1 23 . 3 % (2.1%) (2.8 % ) (1 . 4 % ) (3 . 4 % ) (1 . 6 % ) 4. 0 % 24.26 24 . 2 6 21.3 6 22.3 0 5 - 5" STEPS 22.3 0 22.3 1 24.56 24.56 22.9 6 22.42 2.0% 24.4 7 23.1 6 23.1 6 24.21 24.66 24.66 24.8 4 EXTEND STEM WALL TO A MIN. OF 8" ABOVE ADJACENT FINISH GRADE EXPOSE FOUNDATION 23.9 8 24.1 0 24.2 0 GROUT PIPE END INTO EXISTING RETAINING WALL 2. 0 % (1 . 6 % ) (11.60) 9. 6 % 6. 5 % 3.6% 6.9% 11 . 5 % 5 - 4.5" STEPS STORM DRAIN LINE 9 SEE SHEET ST1 23.22 23.8 4 23.84 23.96 EXTEND STEM WALL TO A MIN. OF 8" ABOVE ADJACENT FINISH GRADE 23.70 23.57 24. 3 5 24 . 6 5 24 . 1 5 24 . 5 7 24.67 24 . 5 7 24.07 23 . 5 7 24.0 7 24. 2 4 24.9624 . 1 2 24.12 21.27 20.14 20.60 20.14 23.22 23.6 7 20.3 1 21.3 1 24.56 24.56 24.66 24.66 22.42 24.54 24.54 24.54 24.66 24.66 24 . 5 6 24 . 5 6 24 . 5 6 24.66 24.5 6 24.3 5 24.15 24.65 24.35 24.50 24.66 24.56 24 . 5 6 24.2 3 23.5 7 24.0 7 24.03 21.53 23.7 0 24.20 24.10 23.67 23.4 9 23.7 4 24.5 6 24.1 0 24.20 24.10 23.34 23.7 6 20.71 21.1 8 21.0 6 20 . 6 1 21.1 6 21.28 2. 8 % 7.6 % 24' EMERGENCY ACCESS EASEMENT 7.9% EXISTING 24' EMERGENCY ACCESS EASEMENT 7.6% 24.19 BUILDING 11 23.46 23. 5 0 7. 5 % 6 - 6" STEPS PROPOSED ACCESS RAMP 6 - 5" STEPS PROPOSED 24' X 16' SCOURSTOP G1 GR A D I N G P L A N 7 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T G 2 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 KEYMAP S T I M B E R L I N E R O A D 19 21 22 509 SF GARAGE1 168 SF STORAGE2 131 SFOFFICE3 28 29 UP BLACKBIRD DRIVE JE S S U P D R I V E BLUE Y O N D E R WAY PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK PROPOSED MINOR AMENDMENT E E E E E E E/T/ C E/T/ C E/T/ C X X X X XXXXXX I 3 CY 3 CY trash recyc AA A A A AA 24.20 24 . 1 2 24.20 8' S I D E W A L K 24.67 24.17 21.68 FFE=24.67 FFE=24.67 21 . 3 9 20.60 20.75 20.80 20.89 20.85 19.75 (19.73) (19.73)(19.04) (20.73) 20.79 20.49 20.47 20.78 20.84 21.14 21.2 8 21.58 22 . 6 1 24.3 5 0. 5 % 0. 9 % 20.4 6 20. 4 0 20.41 20.51 1.7 % 1.6 % (1 . 1 % ) (1 . 3 % ) 1.8 % 1.5 % 20.59 20 . 5 0 20.49 20.56 22.3 2 21.8 4 2.5% 1.1% 23 . 6 3 23 . 5 1 23 . 3 7 24.41 24.48 24.67 23.89 24. 5 7 24 . 6 7 24.4 8 (23.42)(23.42) 23.08 23.0 4 23.78 23.74 24.13 (23.55) 24 . 5 1 24 . 5 1 0.5%0.8%23.16 23.16 23.7 5 23.77 24.1 3 24.1 5 2. 1 % 7.3% 24.2 8 (24.05) 3. 6 % 3. 5 % 3. 6 % 3. 6 % 3. 6 % 6.4% 17 . 4 % 8. 2 % 2.0% 2. 1 % 1. 3 % 2. 0 % 7.8% 2.1% 1.9% 6.1 % 12' EXISTING CURB CUT AND RUNDOWNS 0.5%0.3% 2. 1 % 2. 1 % 2. 0 % 6' SIDEWALK 2. 0 % 2. 0 % EXISTING BUILDING JESSUP DRIVE JE S S U P D R I V E PROPOSED ACCESS RAMP (TYP.) PROPOSED ACCESS RAMP (TYP.) 21.42 2.1% 1. 4 % 2.1% 3.8 % 1.6 % (24.49)(24.44) (23.1 6 ) (23.5 5 ) (21.97) (22.14) PROPOSED 6' SIDEWALK (3.0:1 ) (3 . 0 : 1 ) (4 . 0 : 1 ) (2.2%) (1.1%) (1.0%) (4 . 0 : 1 ) (3 . 9 : 1 ) (3 . 9 : 1 ) (1. 8 % ) (2.6% ) (1. 8 % ) EXISTING DETENTION POND 3 (BUCKING HORSE) EXISTING TRASH ENCLOSURE 22.9 6 LP 10' 10'20' (1 . 1 % ) (1 . 1 % ) (1 . 1 % ) (1 . 1 % ) PROPOSED STORM DRAIN 2. 0 % 23 . 8 4 23.7 6 24. 0 7 21.27 GROUT PIPE END INTO EXISTING RETAINING WALL 2. 0 % (1 . 6 % ) 3.3% 23.41 22 . 4 6 24. 4 7 23 . 2 2 23.73 24.3324.37 23.86 24.4524.55 24.30 (11.60) 23.04 9. 6 % 6. 5 % 7. 9 % 1.7% 21. 1 8 3 - 5" STEPS 0.6%1.5% STORM DRAIN LINE 9 SEE SHEET ST1 23.22 23.8 4 23.84 23.96 EXTEND STEM WALL TO A MIN. OF 8" ABOVE ADJACENT FINISH GRADE 23.70 23.57 24. 3 5 24 . 6 5 24 . 1 5 24 . 5 7 24.67 24 . 5 7 24.07 23 . 5 7 24.0 7 24. 2 4 24.9624 . 1 2 24.12 21.27 20.14 20.60 20.14 20. 8 6 20.4 1 20.60 20.14 20.45 21.28 21.28 21.3 0 21.6821.85 22.68 23. 2 0 24.57 24. 5 7 24.05 24.0524.57 24.51 24. 3 7 24 . 4 5 23.22 23.6 7 24.1 8 23.18 23.46 23. 5 0 7. 5 % PROPOSED ACCESS RAMP (TYP.) PROPOSED 2' SIDEWALK CHASE 8.2%8.2% EXISTING 24' EMERGENCY ACCESS EASEMENT 8.0 % 7.6% 7.9%23.20 24.67 22 . 5 7 6 - 6" STEPS 24' EMERGENCY ACCESS EASEMENT BUILDING 12 7.3% PROPOSED ACCESS RAMP PROPOSED 24' X 16' SCOURSTOP G2 GR A D I N G P L A N 8 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T G 1 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 KEYMAP S T I M B E R L I N E R O A D 19 21 22 509 SF GARAGE1 168 SF STORAGE2 131 SFOFFICE3 28 29 UP BLACKBIRD DRIVE JE S S U P D R I V E BLUE Y O N D E R WAY PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK PROPOSED MINOR AMENDMENT S W F S S W SS SS SS SS SS SSW F S W S W E E E E E E E E E E E E E E E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C S S S W W W W FD C R.T.U. 19 21 22 509 SF GARAGE 1 168 SF STORAGE 2 131 SF OFFICE 3 28 29 UP W W W W W X X G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X W W W S S HYD C S HYDS C C E E E E G GGG G CT V CTV CT V CT V W W W SS SS SS SS E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV E E CTV CTV CTV W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G E E E E E E E W W W W W W W W F 3 CY 3 CY tras h recy c A A A A A A A A A A A A A A EXISTING 8" WATER LINE EXISTING 6" SANITARY SERVICE EXISTING ELECTRIC / TELEPHONE / CABLE EXISTING TRANSFORMER EXISTING TRANSFORMER EXISTING 2' SIDEWALK CULVERT EXISTING 6" SANITARY SERVICE CONNECT TO EXISTING ELECTRIC AND CABLE LINES 6' S I D E W A L K EXISTING 6' SIDEWALK EXIST I N G S O F T T R A I L EXISTING 26' EMERGENCY ACCESS EASEMENT EXISTING 20' EMERGENCY ACCESS EASEMENT 6' S I D E W A L K EXISTING 15" RCP GRE A T W E S T E R N R A I L R O A D EXISTING BUILDING EXISTING BUILDING EXISTING 4" SANITARY SERVICE EXISTING ELECTRIC / TELEPHONE / CABLE EXISTING TELECOM PEDESTAL (TYP.) EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT W W F S I E E E E CTV CTV CTV CTV E E CTV CTV RELOCATED 11 2" WATER METER EXISTING 6" FIRE SERVICE 6' S I D E W A L K 7' S I D E W A L K 6' S I D E W A L K 7' S I D E W A L K 8' S I D E W A L K 8' S I D E W A L K 6' S I D E W A L K 6' S I D E W A L K RELOCATE EXISTING CURB STOP N:18926.09 E:10528.27 PROPOSED TYPE R INLET PROPOSED 11 2" WATER SERVICE PROPOSED 4' STORM MH CONNECT TO EXISTING SANITARY SERVICE RELOCATED 11 2" WATER METER PROPOSED 6" SANITARY SERVICE PROPOSED BUILDING 11 PROPOSED BUILDING 12 EXISTING DETENTION POND 3 (BUCKING HORSE) EXISTING 2' SOFT PAN 11 2" WATER SERVICE INLET 9-2.6 INV.=4919.96 FG=4923.77 15.95 LF 12" HDPE @ 0.50% BEND 9-2.5 INV.=4919.89 FG=4924.37 11.43 LF 12" HDPE @ 0.50% BEND 9-2.4 INV.=4919.83 FG=4924.40 6.44 LF 12" HDPE @ 0.50% 9.37 LF 6" HDPE @ 1.00% INLET 9-2.3-1 INV.=4919.89 FG=4923.67 10.49 LF 6" HDPE @ 1.00% TEE 9-2.2 INV.=4919.69 FG=4923.98 INLET 9-2.2-1 INV.=4919.79 FG=4923.49 21.10 LF 12" HDPE @ 0.50% 61. 9 0 L F 1 2 " H D P E @ 0 . 5 0 % TEE 9-2.1 INV.=4919.38 FG=4923.98 12.78 LF 6" HDPE @ 1.00% INLET 9-2.1-1 INV.=4919.51 FG=4923.34 31.0 8 L F 12" H D P E @ 0. 5 0 % SANITARY SEWER CLEANOUT N:19197.28 E:10256.62 SANITARY SEWER CLEANOUT N:19240.01 E:10213.49 PROPOSED TRANSFORMER PROPOSED ELECTRIC AND CABLE LINES CONNECT TO EXISTING TRANSFORMER (PENDING ELECTRIC LOAD ANALYSIS) EXISTING WATER SERVICE PROPOSED 1" IRRIGATION METER AND SERVICE BASIN 9-2.3 INV.=4919.80 FG=4924.16 EXTEND FIRE SERVICE TO BUILDING CONNECT TO EXISTING WATER SERVICE EXISTING 24' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT U1 UT I L I T Y P L A N 9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 KEYMAP S T I M B E R L I N E R O A D 19 21 22 509 SF GARAGE1 168 SF STORAGE2 131 SFOFFICE3 28 29 UP BLACKBIRD DRIVE JE S S U P D R I V E BLUE Y O N D E R 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.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STANDARDS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5 FEET TO 5.5 FEET DEPTH 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 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV A PROPOSED MINOR AMENDMENT E E E E E E/T / C E/T / C X X X X X X X X X X X HYD C S SS E E E E E CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V E E CT V CTV CTV W W W W W W SS SS SS SS SS SS SS SS W W W W F A A A A A I E E E CT V CT V CT V INLET 9-4 STA 12+37.29 N: 19078.84 E: 10338.05 STMH 9-3 STA 11+83.42 N: 19118.08 E: 10301.15 HEADWALL 9-1 STA 10+00.00 N: 19248.38 E: 10430.24 53.87 LF 18" HDPE @ 0.50% GROUT PIPE END INTO EXISTING RETAINING WALL BUILDING 12 JE S S U P D R I V E EXISTING 8" WATER EXISTING SANITARY SEWER EXISTING SIDEWALK CHASE EXISTING STORM DRAIN EXISTING RETAINING WALL EXISTING FENCES EXISTING CURB CUT EXISTING SOFT PAN INSERTATEE 9-2 STA 11+37.50 N: 19150.70 E: 10333.46 137.50 LF 18" HDPE @ 2.00% 45.92 LF 18" HDPE @ 2.00% 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 9+5010+0011+0012+0012+50 IN L E T 9 - 4 ST A 1 2 + 3 7 . 2 9 FL . E L 4 9 2 3 . 5 ± IN V . O U T 4 9 1 9 . 9 2 ( N W ) 53.87 LF 18" HDPE @ 0.50% ST M H 9 - 3 ST A 1 1 + 8 3 . 4 2 RI M 4 9 2 3 . 4 ± IN V . I N 4 9 1 9 . 6 5 ( S E ) IN V . O U T 4 9 1 9 . 6 5 ( N E ) 45.92 LF 18" HDPE @ 2.00% 137.50 LF 18" HDPE @ 2.00% HE A D W A L L 9 - 1 ST A 1 0 + 0 0 . 0 0 IN V . 4 9 1 5 . 9 8 ( S W ) PROPOSED GROUND EXISTING GROUND 100-YR HGL IN S E R T A T E E 9 - 2 ST A 1 1 + 3 7 . 5 0 IN V . 4 9 1 8 . 7 3 ( S W ) IN V . 4 9 1 9 . 2 3 ( N W ) IN V . 4 9 1 8 . 7 3 ( N E ) ST1 PL A N & P R O F I L E ST O R M D R A I N 9 10 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 STORM DRAIN 9 PROFILE SCALE: Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 KEYMAP S T I M B E R L I N E R O A D 19 21 22 509 SF GARAGE1 168 SF STORAGE2 131 SFOFFICE3 28 29 UP BLACKBIRD DRIVE JE S S U P D R I V E BLUE Y O N D E R WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY 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.). PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type 9-2.1-1 Nyloplast 12" Standard Per Detail 9-2.2-1 Nyloplast 12" Standard Per Detail 9-2.3-1 Nyloplast 12" Standard Per Detail 9-2.6 Nyloplast 12" Standard Per Detail 9-4 5' - Type R Per Detail PROPOSED MINOR AMENDMENT STORM 9 D1 DE T A I L S 11 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 109 PAVING SECTIONS (PRIVATE AREAS OUTSIDE ROW) 105 SIDEWALK DETAIL 105 STORMWATER BEDDING REQUIREMENTS VA N - AC C E S S I B L E PA R K I N G MI N . MI N . ON E I N E V E R Y EI G H T A C C E S S I B L E SP A C E S , B U T N O T LE S S T H A N O N E , SH A L L B E V A N AC C E S S I B L E . ON E S I G N PE R S P A C E RE Q U I R E D RE Q U I R E D PE R S P A C E ON E S I G N RE Q U I R E D PE R S P A C E ON E S I G N CA R A C C E S S I B L E VA N A C C E S S I B L E "U N I V E R S A L D E S I G N " CA R & V A N A C C E S S I B L E OR A " U N I V E R S A L " P A R K I N G S P A C E D E S I G N M A Y B E U S E D . TH I S D E S I G N I S U S E D T O A C C O M M O D A T E C A R & V A N AC C E S S I B L E P A R K I N G S P A C E S , W H I C H E L I M I N A T E S T H E NE E D F O R T W O S I G N T Y P E S . 8' 5' 8' 8' 8' 8' 11 ' 5' 11 ' 11 ' 5' RE S E R V E D RE S E R V E D PA R K I N G RE S E R V E D PA R K I N G R7 - 8 R7 - 8 R7 - 8 100 CURB AND GUTTER 104 HANDICAP PARKING REQUIREMENTS 6" 2"R.2" 6" 6" 12 " 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 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 14"/ft Maximum 3"/ft 103 SIGN POST 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 " M I N . C L E A R A N C E 2' - 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" 102 101 MONOLITHIC CURB  STAIRS AND RAILING NOTES: 1. TO BE USED WHERE REQUIRED BY CODE 2. COORDINATE RAILING WITH OWNER AND ARCHITECT. 105 OUTFALL CURB AND GUTTER DETAIL D2 DE T A I L S 12 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 A 6' A 4.5' 12:1 (MAX) (MIN) 6' (MIN) MID-BLOCK LOCATION 12:1 (MAX) SECTION A-A NOTES: DETECTABLE WARNING SURFACE SHALL BE A CONTRAST COLOR AND CONSTRUCTED OF CAST IRON. 2% BA C K O F R A M P 6" (M I N ) 6" FL O W L I N E 2% SLOPE CONCRETE PEDESTRIAN CURB 6" MIN VARIES CONCRETE PEDESTRIAN CURB 6" SIDEWALK CURB GUTTER (M A X ) 2% 1" RADIUS 1/4" RADIUS 6" STANDARD ACCESS RAMPS201 PRIVATE 200 2' METAL SIDEWALK CHASE FLOW DIRECTION TRAFFIC RATED CLEANOUT WW-15 PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN.o 45 MAX.o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG SERVICE WYE DETAIL WW-9 TRAFFIC-RATED CURB STOP INSTALLATION203 TRAFFIC RATED CLEANOUT206TYPICAL WATER SERVICE205STANDARD WYE DETAIL204 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * BEDDING REQUIRMENTS WW-1 202 TRENCH DETAIL 207 STANDARD SETTING FOR 1 1/2" AND 2" WATER METERS DETAIL "A" PLAN VIEW D3 DE T A I L S 13 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 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) 300 FIRE ACCESS ROAD SIGNS 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. 301 STANDARD SIDEWALK 302 NYLOPLAST 12" DRAIN BASIN DETAIL 303 CURB INLET TYPE R 304 CURB INLET TYPE R REV E7001-110-189DWG NO.1 OF 1SHEET1:20SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 03-29-06DATE EBCDRAWN BY 03-11-16 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ® ©2013 NYLOPLAST S W F IR S S W SS SS SS SS SS SSW F S W S W E E E E E E E E E E E E E E E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C S S S W W W W FD C R.T.U. 19 21 22 509 SF GARAGE 1 168 SF STORAGE 2 131 SF OFFICE 3 28 29 UP W W W W W X X E G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X W W W S S HYD C S HYDS C C E E E E G GGG G CT V CTV CT V CT V W W W SS SS SS SS E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV E E CTV CTV CTV W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G E E E E E E E W W W W W W W W F 3 CY 3 CY tras h rec y c A A A A A A A A A A A A A A STORM DRAIN LINE 9 SEE SHEET ST1 W W F S I E E E E CTV CTV CTV CTV E E CTV CTV CWA CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF IP IP IP CF CF CF CF CF WD WD WD WD RS RS RS RS IP VTC VTC IP IP IP IP WD SS BUILDING 11 BUILDING 12 EXISTING DETENTION POND 3 BUILDING 11 IP IP EC1 ER O S I O N C O N T R O L P L A N 14 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 KEYMAP S T I M B E R L I N E R O A D 19 21 22 509 SF GARAGE1 168 SF STORAGE2 131 SFOFFICE3 28 29 UP BLACKBIRD DRIVE JE S S U P D R I V E BLUE Y O N D E R WAY PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY BENCHMARK/BASIS OF BEARING: CONSTRUCTION FENCE ROCK SOCK SCOURSTOP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED AREAS BY SEED & 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 AND EROSION CONTROL REPORT FOR BUCKING HORSE FILING ONE" DATED SEPTEMBER 19, 2012 & "DRAINAGE MEMO FORT BUCKING HORSE FILING ONE MINOR AMENDMENT" DATED OCTOBER 30, 2024 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.THE CONTRACTOR SHALL INSTALL LANDSCAPE AS SHOWN ON THE APPROVED LANDSCAPE PLANS AS WELL AS RE-ESTABLISH UNIFORM VEGETATIVE COVER IN ALL OTHER DISTURBED AREAS PER THE REQUIREMENTS OF THE PERMIT AND TO AT LEAST 70% OF PRE-DISTURBANCE LEVEL UTILIZING STANDARD NATIVE SEEDING MIXTURE OF THE JURISDICTION HAVING AUTHORITY. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA LEGEND: INLET PROTECTION VEHICLE TRACKING CONTROL PAD CF PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 4-07 SOUTHWEST CORNER OF TIMBERLINE RD. AND BEAR MOUNTAIN DR. DUE NORTH OF NEW POLICE BUILDING ON THE SOUTHWEST CORNER OF A CATCH BASIN. ELEVATION = 4942.84 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 17-92 300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE RD. AND TIMBERLINE RD. IN THE TOP OF AN IRRIGATION STRUCTURE. ELEVATION = 4938.70 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.185' BASIS OF BEARING: THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 20, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, MONUMENTED ON THE WEST END BY A 2.5" ALUMINUM CAP IN RANGE BOX MARKED "CITY OF FORT COLLINS 2001 LS 17497" AND ON THE EAST END BY A 3.25" ALUMINUM CAP IN A RANGE BOX MARKED "JR ENGINEERING 2005 PLS 37963", WHICH, ACCORDING TO THE PLAT OF SIDEHILL - FILING TWO, BEARS S89°26'35"E A DISTANCE OF 2641.77'. IP CF VTC WD RS CW SS PROPOSED MINOR AMENDMENT EC2 ER O S I O N C O N T R O L D E T A I L S 15 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 Sheet BU C K I N G H O R S E F I L I N G O N E M I N O R A M E N D M E N T Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y E P S G r o u p , In c . a n d a r e n o t t o b e u s e d fo r a n y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d by a P r o f e s s i o n a l E n g i n e e r in t h e e m p l o y o f E P S Gr o u p , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 15 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 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 001 CONCRETE WASHOUT AREA 002 ROCK SOCK 003 SILT FENCE 006 CURB INLET PROTECTION 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 005 SWALE WATTLE DIKE SF IPWD CWA RS VTC 004 VEHICLE CONTROL TRACKING PAD TURF REINFORCEMENT MAT - SCOUR STOP007 36" ANCHOR STRAP BULLET ANCHOR RECESSED LOCK WASHER TRANSITION MAT TURF REINFORCEMENT MAT ANCHOR PATTERN ANCHOR ILLUSTRATION MAX. 1"-2" DROP FROM CULVERT FLOWLINE ONTO SCOURSTOP MATS PROFILE VIEW SECTION VIEW AA OUTLET AND CHANNEL SCOUR PROTECTION (TRANSITION MATS) DIRECTION OF FLOW TURF REINFORCEMENT MAT WIDTH OF PROTECTION LENGTH OF PROTECTION D D= CULVERT DIAMETER TRAN S I T I O N M A T S SOIL C O V E R A A CULVERT OUTLET PROTECTION - PLAN VIEW INSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINES MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL. MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL COVER ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON. ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY. MINIMUM 8 ANCHORS PER MAT. EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS. PROTECT BARE/ DISTURBED DOWNSTREAM SOILS FROM EROSION WITH APPROPRIATE SOIL COVER. NOTE: 1.SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS. OTHER TURF REINFORCEMENT MAT PRODUCTS EQUAL TO OR BETTER ALLOWED WITH APPROVAL OF THE ENGINEER AND CITY. 2.SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT. SS SEEDING TO OCCUR PRIOR TO INSTALLATION