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Home My WebLink AboutMARS LANDING - PDP190013 - SUBMITTAL DOCUMENTS - ROUND 5 - UTILITY PLANS76' ROW C 54' - 11'5'3'8'TRAVEL LANEWALKPARKING6'5'BIKE LANEPARKWAYMINOR COLLECTOR STREET MARS DRIVEBUFFERL 11'5'3'8'TRAVEL LANEWALKPARKING6'5'BIKE LANEPARKWAYBUFFER6-LANE ARTERIAL COLLEGE AVENUE LC 141' ROW 12'11'11'3'7'10'7' 15' UTIL EASEMENT BUFFERBIKE LANEPARKWAYWALKTRAVEL LANETRAVEL LANETRAVEL LANE12'11'11'3'7'10'7' 15' UTIL EASEMENT BUFFERBIKE LANEPARKWAYWALKTRAVEL LANETRAVEL LANETRAVEL LANE107' ROADWAY 19' MEDIAN UTILITY PLANS FOR: Goodwin Knight Mark Johnson, RLA 8605 Explorer Dr., Suite 250 Colorado Springs, Colorado 80920 719.598.5192 DEVELOPER / APPLICANT GEOTECHNICAL ENGINEER Earth Engineering Consultants, LLC 4396 Greenfiled Drive Windsor, Colorado 80550 970.545.3908 PROJECT TEAM: 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: 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. CERTIFICATION STATEMENT: Galloway & Company Sarah Adamson, RLA 6162 S. Willow Drive, Suite 320 Greenwood Village, Colorado 80111 303.770.8884 LANDSCAPE ARCHITECT UTILITY CONTACT LIST: * Galloway & Company James E. Prelog 5265 Ronald Reagan Blvd., Suite 210 Johnstown, Colorado 80534 970.800.3300 SITE ENGINEER / SURVEYOR GAS Xcel Energy Stephanie Rich (970) 225-7828 ELECTRIC City of Fort Collins Light and Power Luke Unruh (970) 416-2724 CABLE Xfinity Don Kapperman (970) 484-7166 TELECOM. Centurylink William Johnson (970) 377-6401 WATER FCLWD Sam Lowe (970) 226-3104 WASTEWATER SFCSD Sam Lowe (970) 226-3104 STORMWATER City of Fort Collins Utilities Wes Lamarque (970) 416-2418 UTILITY COMPANY CONTACT PHONE NUMBER * ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. PROJECT BENCHMARKS: BENCHMARKS ELEVATIONS ARE BASED ON CITY OF FORT COLLINS VERTICAL CONTROL NETWORK PROJECT DATUM: NAVD88 BENCHMARK '2-12' IS LOCATED & DESCRIBED AS FOLLOWS: SOUTHWEST CORNER OF SOUTH COLLEGE AVE. AND SKYWAY DR. ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 5005.56' (NAVD 88) 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 DATUM - 3.19'. BENCHMARK '38-94' IS LOCATED & DESCRIBED AS FOLLOWS: AZIMUTH MARK (3 1/4" ALUMINUM CAP) ON THE NORTH SIDE OF TRILBY RD. 1/2 MILE WEST OF COLLEGE AVE. AT THE SOUTHWEST CORNER OF 508 WEST TRILBY RD. (GOOD SAMARITAN RETIREMENT CENTER). ALSO 5.5 FT WEST OF A POWERPOLE AND 24.5 FT SOUTH OF A WOOD FENCE. ELEVATION: 5093.76' (NAVD 88) 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 DATUM - 3.18'. SCALE: NTS SHEET INDEX MARS LANDING OUT LOT A, SOUTH COLLEGE STORAGE SUBDIVISION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, T. 6 N., R. 69 W. OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO JULY 2021 S. COLLEGE AVEW. TRILBY RDMARS DRVICINITY MAP - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C0.0_Cover.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC COVER SHEET C0.0 SITE SKYWAY DR C0.0 COVER SHEET C0.1 GENERAL NOTES C1.0-C1.1 EXISTING CONDITIONS PLAN C2.0-C2.2 GRADING PLAN C3.0 UTILITY PLAN C3.1-C3.2 WATER DETAILS C4.0 SANITARY SEWER PLAN C4.1 SANITARY SEWER DETAILS C5.0 STORM DRAIN PLAN C5.1-C5.5 STORM DRAIN DETAILS C6.0 MARS DRIVE PLAN AND PROFILE C6.1 COLLEGE AVENUE SIDEWALK PLAN C6.2 SIGNAGE AND STRIPING PLAN C7.0-C7.1 EROSION CONTROL PLAN C7.2-C7.3 EROSION CONTROL DETAILS C8.0 DRAINAGE PLAN CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 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 5.0 feet and the maximum cover is 6.0 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 Reports for Mars Landing - Utility Plan dated MONTH, DAY 20__ by Galloway and Company, Inc., shall be followed and implemented. 20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer 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 City of Fort Collins Forester to schedule a site inspection for any tree removal requiring a permit. 30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the 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 City of Fort Collins 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: ELEVATIONS ARE BASED ON CITY OF FORT COLLINS VERTICAL CONTROL NETWORK PROJECT DATUM: NAVD88 BENCHMARK '2-12' IS LOCATED & DESCRIBED AS FOLLOWS: SOUTHWEST CORNER OF SOUTH COLLEGE AVE. AND SKYWAY DR. ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 5005.56' (NAVD 88) 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 DATUM - 3.19'. BENCHMARK '38-94' IS LOCATED & DESCRIBED AS FOLLOWS: AZIMUTH MARK (3 1/4" ALUMINUM CAP) ON THE NORTH SIDE OF TRILBY RD. 1/2 MILE WEST OF COLLEGE AVE. AT THE SOUTHWEST CORNER OF 508 WEST TRILBY RD. (GOOD SAMARITAN RETIREMENT CENTER). ALSO 5.5 FT WEST OF A POWERPOLE AND 24.5 FT SOUTH OF A WOOD FENCE. ELEVATION: 5093.76' (NAVD 88) 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 DATUM - 3.18'. 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 City of Fort Collins 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.Approved Variances are listed as follows: -LCUASS Chapter 7.4 as it relates to minimum allowable distances between driveways and intersections based on street classification. A variance has been requested, in association with approval of this Utility Plan, to LCUASS Chapter 8.2 as it relates to lane alignment through intersections. The proposed configuration results in a centerline shift of approximately 7.8', which exceeds the allowable 2' shift. CONSTRUCTION NOTES A. GRADING AND EROSION CONTROL NOTES 1.The City Stormwater Department 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 BMPs (e.g., perimeter silt and construction fencing) shall be installed prior to any land disturbing activity (e.g., 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.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. 6.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. 7.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 Stormwater Department. 8.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every fourteen (14) days and after each runoff 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.City Ordinance prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any vehicle. Any inadvertent deposited material shall be cleaned immediately by the contractor. 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 drainageway. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. STREET IMPROVEMENT NOTES 1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. STORM DRAINAGE NOTE 1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. The Developer shall be responsible for maintenance of all storm drainage facilities that are constructed outside of the public right-of-way that are cited herein: The stormlines as noted on the plan and profiles of this plan set. 2.All other storm drainage facilities designed with these utility plans are public and shall be maintained by the City of Fort Collins. 3.All recommendations of the Final Drainage and Erosion Control Reports for Mars Landing - Utility Plan dated September 11, 2019 by Galloway and Company, shall be followed and implemented. 4.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 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. 5.18" minimum vertical separation from other utilities is required including storm pipes and irrigation mains. Less than 18" will require a steel or concrete encasement of the lower sewer or water. E. WATER AND SEWER NOTES 1.ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THE FORT COLLINS-LOVELAND WATER DISTRICT AND THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. 2.CONSTRUCTION OF WATER AND SEWER FACILITIES REQUIRE A PRECON MEETING WITH DISTRICT OPERATIONS STAFF PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL NOTIFY DISTRICT INSPECTORS PRIOR TO STARTING WORK. 4.CONTRACTOR SHALL CONTACT THE SANITATION DISTRICT FOR SEWER INSPECTION 48 HOURS PRIOR TO CONNECTING TO EXISTING SEWER STUBS. 5.IF GROUNDWATER IS ENCOUNTERED WITHIN DEPTH OF SEWER CONSTRUCTION, MANHOLES MUST BE WATER PROOFED. 6.CONTRACTOR SHALL CONTACT THE WATER DISTRICT FOR WATER INSPECTION 48 HOURS PRIOR TO CONNECTING TO EXISTING INFRASTRUCTURE. 7.ALL COMMERCIAL DOMESTIC SERVICES REQUIRE A REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. 8.ALL WATER LINES SHALL BE A MINIMUM OF (5) FIVE FEET AND A MAXIMUM OF (6) SIX FEET BELOW FINAL GRADE. 9.ALL DISTRICT VALVES SHALL ONLY BE OPERATED BY DISTRICT OPERATIONS STAFF. 10.PIPE PRESSURE AND VACUUM TESTING SHALL BE WITNESSED BY DISTRICT INSPECTORS. WATERLINE BACTERIA TESTS SHALL ALSO BE TAKEN BY DISTRICT INSPECTORS. 11.ONCE THE SYSTEM IS OPERATIONAL AND ALL TESTS HAVE PASSED, CONTRACTOR SHALL REQUEST SUBSTANTIAL COMPLETION WITH A LETTER TO THE DISTRICT. 12.AS-BUILTS SHALL BE SUBMITTED IN PDF AND DWG TO THE DISTRICT FOR FINAL APPROVAL. 13.ONCE ALL PUNCH LIST ITEMS ARE COMPLETE, EASEMENTS ARE RECORDED, AND AS BUILT FILES ARE APPROVED, THE CONTRACTOR SHALL REQUEST FINAL COMPLETION WITH A LETTER TO THE DISTRICT THAT INCLUDES THE DOLLAR VALUE OF THE WATER AND SEWER IMPROVEMENTS LISTED SEPARATELY. F. GENERAL SITE PLAN NOTES 1.Refer to final utility plans for exact locations and construction information for storm drainage structures, utility mains and services, proposed topography, street improvements. 2.Refer to the subdivision plat and utility plans for exact locations, areas and dimensions of all easements, lots, tracts, streets, walks and other survey information. 3.The project shall be constructed in accordance with the final plans. Amendments to the plans must be reviewed and approved by the City prior to the implementation of any changes to the plans. 4.All rooftop and ground mounted mechanical equipment must be screened from view from adjacent property and public streets. In cases where building parapets do not accomplish sufficient screening, then free-standing screen walls matching the predominant color of the building shall be constructed. Other minor equipment such as conduit, meters and plumbing vents shall be screened or painted to match surrounding building surfaces. 5.All construction with this development plan must be completed in one phase unless a phasing plan is shown with these plans. 6.All exterior lighting provided shall comply with the foot-candle requirements in section 3.2.4 of the land use code and shall use a concealed, fully shielded light source with sharp cut-off capability so as to minimize up-light, spill light, glare and unnecessary diffusion. 7.Signage and addressing are not permitted with this planning document and must be approved by separate City permit prior to construction. Signs must comply with City sign code unless a specific variance is granted by the City. 8.Fire hydrants must meet or exceed Poudre Fire Authority standards. All buildings must provide an approved fire extinguishing system. 9.All bike racks provided must be permanently anchored. 10.All sidewalks and ramps must conform to City standards. Accessable ramps must be provided at all street and drive intersections and at all designated accessable parking spaces. Accessible parking spaces must slope no more than 1:48 in any direction. All accessible routes must slope no more than 1:20 in direction of travel and with no more than 1:48 cross slope. 11.Common open space areas and landscaping within right of ways, street medians, and traffic circles adjacent to common open space areas are required to be maintained by the property owner of the common area. The property owner is responsible for snow removal on all adjacent street sidewalks and sidewalks in common open space areas. 12.Design and installation of all parkway/tree lawn and median areas in the right-of-way shall be in accordance with City standards. Unless otherwise agreed to by the City with the final plans, all ongoing maintenance of such areas is the responsibility of the owner/developer. 13.The property owner for each residential lot is responsible for snow removal on all street sidewalks adjacent to each residential lot. 14.Private conditions, covenants, and restrictions (cc&r's), or any other private restrictive covenant imposed on landowners within the development, may not be created or enforced having the effect of prohibiting or limiting the installation of xeriscape landscaping, solar/photo-voltaic collectors (if mounted flush upon any established roof line), clothes lines (if located in back yards), odor-controlled compost bins, or which have the effect of requiring that a portion of any individual lot be planted in turf grass. 15.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. 16.FIRE LANE MARKING: a fire lane marking plan must be reviewed and approved by the fire official prior to the issuance of any certificate of occupancy. Where required by the fire code official, approved signs or other approved notices that include the words no parking fire lane shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times ad be replaced or repaired when necessary to provide adequate visibility. 17.PREMISE IDENTIFICATION: an addressing plan is required to be reviewed and approved by the City and Poudre Fire Authority prior to the issuance of any certificate of occupancy. Unless the private drive is named, monument signage may be required to allow way_finding. All buildings shall have address numbers, building numbers or approved building identification placed in a position that is plainly legible, visible from the street or road fronting the property, and posted with a minimum of six_inch numerals on a contrasting background. Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. G. BLACK-TAILED PRAIRIE DOG MITIGATION NOTES 1.Black-tailed prairie dogs located within the parcel will be trapped and donated to either a raptor rehabilitation program or a black-footed ferret recovery program. All control etc. will be done per City of Fort Collins, CPW and Colorado Department of Agriculture requirements. Control will be conducted via the introduction of carbon monoxide into the burrows. Post-control of the prairie dogs a report will be prepared which will identify the control method used and the number of prairie dogs trapped/donated - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C0.0_Cover.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC GENERAL NOTES C0.1 UEUEUEUEUEGGGGUTUTUTUTUTUTWSTMSTM XXXXXXX- - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C1.0_Existing Conditions.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. SCALE: 1"=30' 0 15 30 EXISTING CONDITIONS & DEMO PLAN C1.0 UE W SS STM G UT SS SSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS SS SS SS STMSTMUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTGGGGGGGSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT STM STM STM UEUEUEUEUEUEUEUEX 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 X X X X X - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C1.0_Existing Conditions.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. SCALE: 1"=30' 0 15 30 OFFSITE EXISTING CONDITIONS & DEMO PLAN C1.1 UE W SS STM G UT KEYMAP US HWY 287MARS DRIVESKYWAY DRIVE UEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUET T UE UE UE UE UE UE UE UE UE UE UESTMSTM- - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C3.0_Overall Grading Plan.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. OVERALL GRADING PLAN C2.0 SCALE: 1"=30' 0 15 30 EXISTING STORM SEWER EXISTING RIGHT-OF-WAY EXISTING LOT LINE PROPOSED EASEMENT LINE EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4.ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE PROPOSED NATURAL HABITAT BUFFER ZONE (NHBZ) PROPOSED WETLAND MITIGATION AREA EXISTING EASEMENT LINE EXISTING STORM INLET PROPOSED MANHOLE C2.1 C2.2 T TSTMSTMSTMSTM - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C3.1_Detailed Grading Plan.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. DETAILED GRADING PLAN C2.1 SCALE: 1"=20' 0 10 20 EXISTING STORM SEWER EXISTING RIGHT-OF-WAY EXISTING LOT LINE PROPOSED EASEMENT LINE EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4.ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE PROPOSED NATURAL HABITAT BUFFER ZONE (NHBZ) PROPOSED WETLAND MITIGATION AREA EXISTING EASEMENT LINE EXISTING STORM INLET PROPOSED MANHOLE MATCHLINE-SEE SHEET C2.2KEYMAP MARS DRIVE SKYWAY DRIVEC2.1 C2.2 STM- - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C3.1_Detailed Grading Plan.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. DETAILED GRADING PLAN C2.2 SCALE: 1"=20' 0 10 20 EXISTING STORM SEWER EXISTING RIGHT-OF-WAY EXISTING LOT LINE PROPOSED EASEMENT LINE EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - OUTFALL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM SEWER TRANSITION PROPOSED STORM INLET LEGEND: FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF WALL TOP OF GRATE ELEVATION FLOW LINE ELEVATION 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 5000 FEET (39.81 = 5039.81). 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 4.ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION. NOTES: HIGH POINT ELEVATION LOW POINT ELEVATION EDGE OF CONCRETE PROPOSED NATURAL HABITAT BUFFER ZONE (NHBZ) PROPOSED WETLAND MITIGATION AREA EXISTING EASEMENT LINE EXISTING STORM INLET PROPOSED MANHOLE MATCHLINE-SEE SHEET C2.1KEYMAP MARS DRIVE SKYWAY DRIVEC2.1 C2.2 UEUEUEUEUEGGGGUTUTUTUTUTUTWSTMSTM STMSTMSTMSTMW W W W W W W W W W W W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS WWW8''SS8''SS8''SS8''SSUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUET T UE UE UE UE UE UE UE UE UE UE UE- - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C4.0_Utility Plan.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. UTILITY PLAN C3.0 W SS W SS S SCALE: 1"=30' 0 15 30 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD4.1_Utility Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC UTILITY DETAILS C3.1 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD4.1_Utility Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC UTILITY DETAILS C3.2 WSTM SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S STM UTUTUTUTUTUTUTUTUTUTG G G G STMSTMSTMSTMSTMSTMSTMSTM UT UT UT UT UT UT UT UT UT UTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTSTMSTMUE UE UE UEWWWWW8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSUEUEUEUEUEUEUEUEUETTUEUEUEUEUEUE- - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C5.0_Sanitary Sewer Plan.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. SANITARY SEWER PLAN C4.0 W SS W SS S SCALE: 1"=50' 0 20 5010 SANITARY 1 20+00.00 27+83.05 50'5' KEYMAP US HWY 287MARS DRIVESKYWAY DRIVE - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD5.1_Sanitary Sewer Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. SANITARY SEWER DETAILS C4.1 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''SS8''SS8''SS8''SSUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUET T UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEGGGGUTUTUTUTUTUTWSTMSTM STMSTMSTMSTM- - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C6.0_Storm Drain Plan.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. STORM DRAIN PLAN C5.0 SCALE: 1"=30' 0 15 30 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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES. 6.CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7.CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8.CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES. 9.MINIMUM SEWER SLOPE IS 1.04% (1 8" / 1') FOR 6" DIAMETER AND 2.08% (1 4" / 1') FOR 4" DIAMETER. 10.CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 12.ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FIRE HYDRANT EXISTING STORM SEWER EXISTING RIGHT-OF-WAY EXISTING LOTLINE PROPOSED EASEMENT LINE 8"WPROPOSED 8" WATER MAIN PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MANHOLE PROPOSED CURB AND GUTTER 8"SS W SS EXISTING IRRIGATION EXISTING UNDERGROUND TELEPHONE IRR UT EXISTING UNDERGROUND ELECTRIC UE LEGEND: EXISTING FIBER OPTIC FO EXISTING GAS G EXISTING MANHOLE EXISTING STORM INLET PROPOSED NATURAL HABITAT BUFFER ZONE (NHBZ) PROPOSED WETLAND MITIGATION AREA EXISTING EASEMENT LINE - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD6.1_Storm Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC 1 TYPE 13 INLET COMBINATION INLET2 STORM DETAILS C5.1 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD6.1_Storm Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC RIRRAP INSTALLATION AT FES4 ROUND AREA INLET W/ STANDARD GRATE3 STORM DETAILS C5.2 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD6.1_Storm Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC ADS STORMTECH DETAILS C5.3 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD6.1_Storm Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC ADS STORMTECH DETAILS C5.4 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD6.1_Storm Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC ADS STORMTECH DETAILS C5.5 UEUEUEUE- - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C7.0_Road Plan and Profile.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. JCC JEP SCALE: 1"=20' 0 10 20 MARS DRIVE PLAN AND PROFILE C6.0 LEGEND: EXISTING RIGHT-OF-WAY EXISTING LOTLINE EXISTING EASEMENT LINE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER 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.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4.ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5.CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6.FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7.ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS FOR SKYWAY DRIVE AND SOUTH COLLEGE AVENUE INTERSECTION IMPROVEMENTS. 8.ALL STRIPING AND PAVEMENT MARKING FOR SKYWAY DRIVE AND MARS DRIVE SHALL COMPLY WITH THE CITY OF FORT COLLINS STREET DESIGN AND CONSTRUCTION STANDARDS. 8.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9.ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10.ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11.REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12.THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13.ALL SIGNS TO BE H.I.P. 14.FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15.ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK PROPOSED EASEMENT LINE KEYMAP MARS DRIVE SKYWAY DRIVE 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSSS SS SSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS SS SS SS STMSTMUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTOHEGGGGGGGSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT STM STM STM UEUEUEUEUEUEUEUE8''SS8''SS8''SS8''SS- - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C7.1_287 Sidewalk Plan.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. JCC JEP SCALE: 1"=30' 0 15 30 COLLEGE AVENUE SIDEWALK PLAN C6.1 LEGEND: EXISTING RIGHT-OF-WAY EXISTING LOTLINE EXISTING EASEMENT LINE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER 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.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4.ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5.CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6.FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7.ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS FOR SKYWAY DRIVE AND SOUTH COLLEGE AVENUE INTERSECTION IMPROVEMENTS. 8.ALL STRIPING AND PAVEMENT MARKING FOR SKYWAY DRIVE AND MARS DRIVE SHALL COMPLY WITH THE CITY OF FORT COLLINS STREET DESIGN AND CONSTRUCTION STANDARDS. 8.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 9.ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 10.ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 11.REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 12.THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 13.ALL SIGNS TO BE H.I.P. 14.FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 15.ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CURB AND GUTTER - SPILL PROPOSED CONCRETE CROSSPAN TRANSITION PROPOSED FENCE PROPOSED SIDEWALK PROPOSED EASEMENT LINE KEYMAP US HWY 287MARS DRIVESKYWAY DRIVE UEUEUEUEUEUEUEUE UE UE UE E F F C C C C C G 1 2 2 3 3 3 1 1 G - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C7.2_Striping Plan.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. SCALE: 1"=30' 0 15 30 SIGNAGE AND STRIPING PLAN C6.2 LEGEND: PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER 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.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION. 3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES. 4.ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE. 5.CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING COORDINATES. 6.FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2. 7.ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT SPECIFICATIONS FOR SKYWAY DRIVE AND SOUTH COLLEGE AVENUE INTERSECTION IMPROVEMENTS. 8.ALL STRIPING AND PAVEMENT MARKING FOR SKYWAY DRIVE AND MARS DRIVE SHALL COMPLY WITH THE CITY OF FORT COLLINS STREET DESIGN AND CONSTRUCTION STANDARDS. 9.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS. 10.ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED 11.ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET. 12.REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST. 13.THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER. 14.ALL SIGNS TO BE HIGH INTENSITY PRISMATIC GRADE SHEETING.. 15.FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 16.ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT. PROPOSED CONCRETE CROSSPAN PROPOSED FENCE PROPOSED SIDEWALK 1 2 R1-1 STOP SIGN TYPE 3 BARRICADE A B PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT/LEFT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROWS (15.5 S.F. EA.) D6" WHITE SOLID LINE E DOUBLE YELLOW LINE 4" SOLID, 8" O.C. R7-1 NO PARKING ANYTIME CPREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW F BUFFERED BIKE LANE - DIAGONAL HASH 4" WHITE SOLID LINE AT 45° TO LANE 40' O.C.G 6" WHITE BROKEN LINE 3R7-1 (SPECIAL) NO PARKING ANYTIME HERE TO CORNER PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR H PREFORMED PLASTIC PAVEMENT MARKING SHARED BIKE/VEHICLE LANE MARKING I EXISTING RIGHT-OF-WAY PROPOSED EASEMENT LINE EXISTING EASEMENT LINE EXISTING LOT LINE KEYMAP US HWY 287MARS DRIVESKYWAY DRIVE MARS DRIVE SIGNAGE AND STRIPING A -- SCALE: 1"=20' 0 10 20 SKYWAY DRIVE AT S COLLEGE AVENUE SIGNAGE AND STRIPING B -- A B W W W W W W W W W W W W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS WWW8''SS8''SS8''SS8''SSUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUET T UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEGGGGUTUTUTUTUTUTWSTMSTM STMSTMSTMSTMIP IP IPIP IP IP IP VTC RS RS RS IP SFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSF SFSFSF SFSF SF SF RCD RCD RCD SSA CWA RS RS RS - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C8.0_Erosion Control Plan.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. EROSION CONTROL PLAN C7.0 SCALE: 1"=30' 0 15 30 LEGEND: 1.THIS EROSION CONTROL PLAN AND ASSOCIATED SWMP ARE LIVING DOCUMENTS REQUIRING PERIODIC REVIEW AND UPDATING AS SITE CONDITIONS CHANGE OR AS REQUIRED BY LOCAL AUTHORITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ONGOING COMPLIANCE WITH THE REQUIREMENTS OF THE STORMWATER DISCHARGE PERMIT. 2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3.EROSION CONTROL PRACTICES, SITE PROTECTION AND REVEGETATION METHODS SHALL FOLLOW CITY OF FORT COLLINS REGULATIONS. 4.DURING CONSTRUCTION PHASING, INSTALL EROSION CONTROL MEASURES FOLLOWING BMPS WITH EACH PHASE, AS REQUIRED. 5.PERIMETER PROTECTION (I.E., STRAW WATTLES) IS SHOWN AROUND EACH BLOCK THAT IS A PART OF THE PROPOSED IMPROVEMENTS. REFER TO THE LEGEND (SEE RIGHT). THIS PERIMETER PROTECTION SHALL BE INSTALLED WHEN CURB, GUTTER AND SIDEWALK INSTALLATION IS COMPLETED IN THE ADJOINING RIGHT-OF-WAY. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING PERIMETER PROTECTION (i.e., STRAW WATTLES) DAMAGED BY CONSTRUCTION TRAFFIC (e.g., TRUCKS DRIVING OVER STRAW WATTLES AND FLATTENING THEM). 6.FOLLOWING OVERLOT GRADING OR ANY OTHER LAND DISTURBING ACTIVITY, ALL OTHER AREAS OF THE SITE TO BE DEVELOPED DURING LATER PHASES OF CONSTRUCTION AND WHICH SHALL REMAIN EXPOSED FOR MORE THAN THIRTY-(30) DAYS WILL REQUIRE TEMPORARY OR PERMANENT EROSION CONTROL (I.E., SEED/MULCH, LANDSCAPING, ETC.). 7.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS. 8.SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET CV02, AS WELL AS DETAILS ON SHEETS C7.2-C7.3. VEHICLE TRACKING CONTROL PAD SILT FENCE INLET PROTECTION CONCRETE WASHOUT AREA NOTE: ALL BMP'S SHOWN ARE GRAPHICAL IN NATURE. FINAL SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. ROCK SOCK SF IP CWA VTC RS GENERAL NOTES: TEMPORARY BMPs SF SF EXISTING STORM SEWER PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED STORM SEWER STABILIZED STAGING AREA SSA ROCK CHECK DAM RCD PROPOSED NATURAL HABITAT BUFFER ZONE (NHBZ) PROPOSED WETLAND MITIGATION AREA EXISTING MANHOLE PROPOSED STORM INLET EXISTING STORM INLET PROPOSED MANHOLE STMSS SS SSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS SS SS SS STMSTMUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTOHEGGGGGGGSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT STM STM STM UEUEUEUEUEUEUEUESF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF RCD - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C8.0_Erosion Control Plan.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. OFFSITE EROSION CONTROL PLAN C7.1 SCALE: 1"=30' 0 15 30 LEGEND: 1.THIS EROSION CONTROL PLAN AND ASSOCIATED SWMP ARE LIVING DOCUMENTS REQUIRING PERIODIC REVIEW AND UPDATING AS SITE CONDITIONS CHANGE OR AS REQUIRED BY LOCAL AUTHORITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ONGOING COMPLIANCE WITH THE REQUIREMENTS OF THE STORMWATER DISCHARGE PERMIT. 2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3.EROSION CONTROL PRACTICES, SITE PROTECTION AND REVEGETATION METHODS SHALL FOLLOW CITY OF FORT COLLINS REGULATIONS. 4.DURING CONSTRUCTION PHASING, INSTALL EROSION CONTROL MEASURES FOLLOWING BMPS WITH EACH PHASE, AS REQUIRED. 5.PERIMETER PROTECTION (I.E., STRAW WATTLES) IS SHOWN AROUND EACH BLOCK THAT IS A PART OF THE PROPOSED IMPROVEMENTS. REFER TO THE LEGEND (SEE RIGHT). THIS PERIMETER PROTECTION SHALL BE INSTALLED WHEN CURB, GUTTER AND SIDEWALK INSTALLATION IS COMPLETED IN THE ADJOINING RIGHT-OF-WAY. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING PERIMETER PROTECTION (i.e., STRAW WATTLES) DAMAGED BY CONSTRUCTION TRAFFIC (e.g., TRUCKS DRIVING OVER STRAW WATTLES AND FLATTENING THEM). 6.FOLLOWING OVERLOT GRADING OR ANY OTHER LAND DISTURBING ACTIVITY, ALL OTHER AREAS OF THE SITE TO BE DEVELOPED DURING LATER PHASES OF CONSTRUCTION AND WHICH SHALL REMAIN EXPOSED FOR MORE THAN THIRTY-(30) DAYS WILL REQUIRE TEMPORARY OR PERMANENT EROSION CONTROL (I.E., SEED/MULCH, LANDSCAPING, ETC.). 7.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS. 8.SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET CV02, AS WELL AS DETAILS ON SHEETS C7.2-C7.3. VEHICLE TRACKING CONTROL PAD SILT FENCE INLET PROTECTION CONCRETE WASHOUT AREA NOTE: ALL BMP'S SHOWN ARE GRAPHICAL IN NATURE. FINAL SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. ROCK SOCK SF IP CWA VTC RS GENERAL NOTES: TEMPORARY BMPs SF SF EXISTING STORM SEWER PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED STORM SEWER STABILIZED STAGING AREA SSA ROCK CHECK DAM RCD PROPOSED NATURAL HABITAT BUFFER ZONE (NHBZ) PROPOSED WETLAND MITIGATION AREA EXISTING MANHOLE PROPOSED STORM INLET EXISTING STORM INLET PROPOSED MANHOLE KEYMAP US HWY 287MARS DRIVESKYWAY DRIVE - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C8.2_Erosion Control Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC EROSION CONTROL DETAILS C7.2 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C8.2_Erosion Control Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC EROSION CONTROL DETAILS C7.3 T T WSTMSTM A1 A3 A4 A5 A6 A7 A8 A9 B1 B2 B3 acres A1 0.78 0.98 0.09 acres A2 0.79 0.99 0.38 acres A3 0.24 0.30 0.61 acres A4 0.80 1.00 0.24 acres A5 0.87 1.00 0.48 acres A6 0.64 0.80 0.85 acres A7 0.84 1.00 0.18 acres A8 0.95 1.00 0.34 acres A9 0.95 1.00 0.35 acres B1 0.39 0.48 0.12 acres B2 0.33 0.41 0.22 acres OS1 0.25 0.31 1.55 acres B3 0.62 0.78 0.01 A2 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C9.0_Drainage Plan.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. DRAINAGE PLAN C8.0 SCALE: 1"=30' 0 15 30 DESIGN POINT MAJOR BASIN BOUNDARY (i.e., C-STORE) SUB-BASIN BOUNDARY (i.e., RATIONAL METHOD) OVERLAND FLOW DIRECTION (I.E., LANDSCAPING) DIRECT FLOW DIRECTION (I.E., PAVEMENT, CURB AND GUTTER) BASIN ID MINOR (2YEAR) RUNOFF COEFFICIENT MAJOR (100YEAR) RUNOFF COEFFICIENT BASIN AREA (ACRES) acres A1 0.23 0.45 1.00 A1 EXISTING STORM SEWER EXISTING RIGHT-OF-WAY EXISTING LOT LINE PROPOSED EASEMENT LINE EXISTING MANHOLE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED STORM SEWER PROPOSED STORM INLET LEGEND: EXISTING EASEMENT LINE EXISTING STORM INLET PROPOSED MANHOLE