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SWEETWATER BREWING - BEER GARDEN - MJA210004 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS
PROJECT SITE N LEMAY AVEE LINCOLN AVE BUCKINGHAM ST AUGUST 2021 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH SWEETWATER BEER GARDEN PROJECT TEAM: SHEET INDEX LOT 1 & 2, FORT COLLINS BREWERY, BEING WITHIN THE NORTHEAST ONE-QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 01 C0.00 COVER SHEET 02 C0.01 GENERAL & CONSTRUCTION NOTES 03 C1.00 EXISTING CONDITIONS/DEMOLITION PLAN 04 C2.00 HORIZONTAL CONTROL & PAVING PLAN UTILITY SHEETS 05 C3.00 UTILITY PLAN 06 C3.01 STORM DRAIN 1 PLAN & PROFILE GRADING SHEETS 07 C4.00 GRADING PLAN 08 C4.01 RAIN GARDEN PLAN DETAIL SHEETS 09 C5.00 SITE DETAILS 10-11 C5.01 -C5.02 DRAINAGE DETAILS DRAINAGE SHEETS 12 C6.00 EROSION CONTROL PLAN 13 C6.01 EROSION CONTROL DETAILS 14 C6.02 DRAINAGE EXHIBIT PRELIMINARY UTILITY PLANS FOR CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R APPROVED: City Engineer:Approved Sheets Date Water & Wastewater Utility Approved Sheets Date Stormwater Utility Approved Sheets Date Park Planning and Development Approved Sheets Date Traffic Operations Approved Sheets Date Environmental Planner Approved Sheets Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: Northern Engineering Project No. 103-033 Date: July 6, 2021 Project Datum: NAVD88 Benchmark #1 Fort Collins Benchmark R402: At the junction of 9th Street and Lincoln Avenue, in the east edge of the concrete footing for Highline Towner number 29, 156.8 ft North of the centerline of the avenue, 73.2 ft west of the centerline of the street, and 0.7 ft west of the east edge of the footing. Note--the footing is 96-inches in diameter, 26.5 feet deep and set into 9 feet of bedrock. Elevation: 4942.21 Benchmark #2 Fort Collins Benchmark 3-00: On a parapet wall at the northwest end of the Lincoln Ave. bridge near the Northeast corner of Lincoln Ave. and Willow St. Elevation: 4967.33 Please note this plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (prior city of Fort Collins datum) for their vertical datums. If NGVD29 Unadjusted Datum (prior city of Fort Collins datum) is required for any purpose. the following equation should be used: NGVD29 Unadjusted datum (prior city of Fort Collins datum) = NAVD88 - 3.18 PROJECT BENCHMARKS: FIELD SURVEY BY: Laube Engineering, LLC Geotechnical Exploration Report for Proposed Fort Collins Brewery and Mixed Use Building Fort Collins, Colorado Laube Engineering Project No. 422 Date: July 29, 2008 SUBSURFACE EXPLORATION BY: DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: 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 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. 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. UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840 ELECTRIC--------City of Fort Collins Light & Power--Tyler Siegmund (970) 416-2772 CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 WASTEWATER--City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 STORMWATER-City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840 ELECTRIC--------City of Fort Collins Light & Power--Tyler Siegmund (970) 416-2772 CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 WASTEWATER--City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 STORMWATER-City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 Michael McBride MMLA Landscape + Planning 2339 Spruce Creek Drive Fort Collins, Colorado 80528 (970) 402-0438 Mike@McBrideLA.com Sweetwater Brewing Freddy Bensch 195 Ottley Dr Atlanta, GA 9083 (404) 754-9083 freddy.bensch@sweetwaterbrew.com Northern Engineering Services, Inc. Stephanie Thomas 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 568-5415 PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER Northern Engineering Services, Inc. Matt Lockwood, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR E N G I N E E R N GI EHTRON R N E N G I N E E R N GI EHTRON R N DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 08/18/2021 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 COVER SHEET C0.00 01 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R A. GENERAL NOTES 1.All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19.All recommendations of the SWEETWATER BEER GARDEN and DRAINAGE MEMO FOR SWEETWATER BEER GARDEN by Northern Engineering Services, 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's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The 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 Larimer County. 35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: Project Datum: NAVD88 Benchmark #1 Fort Collins Benchmark R402: At the junction of 9th Street and Lincoln Avenue, in the east edge of the concrete footing for Highline Towner number 29, 156.8 ft North of the centerline of the avenue, 73.2 ft west of the centerline of the street, and 0.7 ft west of the east edge of the footing. Note--the footing is 96-inches in diameter, 26.5 feet deep and set into 9 feet of bedrock. Elevation: 4942.21 Benchmark #2 Fort Collins Benchmark 3-00: On a parapet wall at the northwest end of the Lincoln Ave. bridge near the Northeast corner of Lincoln Ave. and Willow St. Elevation: 4967.33 Please note this plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (prior city of Fort Collins datum) for their vertical datums. If NGVD29 Unadjusted Datum (prior city of Fort Collins datum) is required for any purpose. the following equation should be used: NGVD29 Unadjusted datum (prior city of Fort Collins datum) = NAVD88 - 3.18 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 Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15.To ensure that sediment does not move off of individual lots one or more of the following sediment/erosion control BMPs shall be installed and maintained until the lots are sufficiently stabilized, as determined by the erosion control inspector, (Within Loveland GMA and City Limits Only). a.Below all gutter downspouts. b.Out to drainage swales. c.Along lot perimeter. d.Other locations, if needed. 16.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 17.A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas, and/or building sites. 18.See separate Final Drainage, Erosion Control and Water Quality Report for Fort Collins Brewery for additional information. B. Street Improvement Notes 1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. 4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2.All recommendations of the SWEETWATER BEER GARDEN by Northern Engineering Services, Inc., shall be followed and implemented. 3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 08/18/2021 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 GENERAL & CONSTRUCTION NOTES C0.01 02 SS SS SS SS SS SS SS SSSSSSSSSS SS ELEC TELE VAULT F.O. CABLE VAULT F.O. ELEC M VAULT F.O. VAULT ELEC ELEC CONTROL IRR FDC CONTROL IRR ELEC ELEC BRKR ELEC BRKR EEEEEEEEEE E E E E E EEEEEEEEEEEG G G G G G G G G WWW WWW E E EEEEEEEEE E E GGFOFOE E EEECTV CTV CTV CTVGGGEEEEEEEEEEGGGGGGGGGGGGGGGGGFOFOFOFOE E E E FO FOFO FO FO FO FO FO FO FOEEEEEEE W W W W W WXXXXXXXXXXXSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST STSTCTVCTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTVCTV E E E E EEEE E E E E E E E E E E E E E E E WWWW EXISTING TREE TO BE PROTECTED 10 EXISTING BIKE RACKS TO BE REMOVED 1481 SY OF EXISTING GRAVEL AREA TO BE REMOVED 510 LF OF EXISTING CURB TO BE REMOVED 1812 SY OF EXISTING CONCRETE TO BE REMOVED EXISTING CURB RAMP TO BE REMOVED EXISTING CURB RAMP TO BE REMOVED EXISTING 10' UTILITY EASEMENT EXISTING UTILITY AND DRAINAGE EASEMENT EXISTING 30' ACCESS, EMERGENCY ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING UTILITY AND DRAINAGE EAESMENT EXISTING UTILITY AND DRAINAGE EASEMENT 33 LF OF EXISTING STORM DRAIN TO BE REMOVED 53 LF EXISTING STORM DRAIN TO BE REMOVED 31 LF OF EXISTING STORM DRAIN TO BE REMOVED 53 LF OF EXISTING STORM DRAIN TO BE REMOVED 59 LF OF EXISTING STORM DRAIN TO BE REMOVED EXISTING DRAIN BASIN TO BE REMOVED AND SALVAGED EXISTING DRAIN BASIN TO BE REMOVED AND SALVAGED EXISTING DRAIN BASIN TO BE REMOVED AND SALVAGED EXISTING DRAIN BASIN TO BE REMOVED AND SALVAGED EXISTING DRAIN BASIN TO BE REMOVED AND SALVAGED EXISTING DRAIN BASIN TO BE REMOVED AND SALVAGED EXISTING DRAIN BASIN TO BE REMOVED AND SALVAGED EXISTING WATER METERS AND CURB STOPS TO BE REMOVED AND ABANDONED AT THE MAIN 85 LF OF EXISTING RAILING TO BE REMOVED EXISTING SIGN TO BE RELOCATED EXISTING SIGN TO BE RELOCATED EXISTING TREE TO BE PROTECTED EXISTING WATER VALVES TO BE PROTECTED EXISTING SANITARY MANHOLE TO BE PROTECTED EXISTING BREWERY BUILDING EXISTING WATER METER/CURB STOPS TO BE PROTECTED EAST LINCOLN AVENUE JMT RESOURCES LLC 1000 E LINCOLN AVE 225 LEMAY LLC 225 N LEMAY AVE 17 LF EXISTING STORM DRAIN TO BE REMOVED EXISTING STRUCTURES TO BE PROTECTED EXISTING CLEANOUTS TO BE PROTECTED EXISTING STORM DRAIN TO BE PROTECTED EXISTING UTILITIES TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH CONTRACTOR OF LOT 2, FORT COLLINS BREWERY SWEETWATER BREWING MINOR AMENDMENT FOR ALIGNMENTS AND POINTS OF CONNECTIONS. ALIGNMENTS TO BE DESIGNED/APPROVED BY RESPECTIVE PROVIDERS. EXISTING MAILBOX TO BE RELOCATED EXISTING ELECTRIC LINE TO BE ABANDONED EXISTING ELECTRIC LINE TO BE ABANDONED EXISTING TRASH ENCLOSURE TO BE REMAIN SAWCUT: 30 LF EXISTING CABLE BOX TO BE RELOCATED EXISTING HYDRANT TO BE PROTECTED EXISTING DRAINAGE AND UTILITY EASEMENT EXISTING 26' ACCESS, EMERGENCY ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 15' UTILITY AND DRAINAGE EASMENT EXISTING DRAINAGE EASEMENT EXISTING 15' UTILITY EAEMENT EXISTING UTILITY AND DRAINAGE EASEMENT EXISTING TANK/CONCRETE PAD TO BE PROTECTED EXISTING FIRE DEPARTMENT CONNECTION EXISTING GREASE INTERCEPTOR TO BE PROTECTED. APPROXIMATE LOCATION EXISTING ELECTRIC LINE TO BE ABANDONED SAWCUT: 33 LF EXISTING 6" FIRE LINE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER FIELD SURVEY BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING CABLE CTV EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. EXISTING OVERHEAD UTILITY OHE Northern Engineering Project No. 100-033 Date: July 6, 2021 REMOVE EXISTING CONCRETE EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING ELECTRIC METER EXISTING EASEMENT EXISTING CABLE TO BE RELOCATED CTV EXISTING GAS TO BE RELOCATED G EXISTING ELECTRIC TO BE RELOCATED E EXISTING STORM SEWER TO BE REMOVED ST DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 08/18/2021 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 EXISTING CONDITIONS/ DEMOLITION PLAN C1.00 EXISTING TREES (TO BE REMOVED) EXISTING LIGHTPOLE EXISTING LIGHTPOLE TO BE REMOVED EXISTING EASEMENT TO BE VACATED 03 EXISTING ROOF DRAIN REMOVE EXISTING AGGREGATE SURFACING XX X X X X XXXXXXXXXXXXPROPOSED LANDSCAPE WALL SEE LANDSCAPE PLANS FOR DESIGN SEE GRADING PLAN FOR FINISHED GRADE FOR SURROUNDING GROUND SURFACE PROPOSED LANDSCAPE WALL SEE LANDSCAPE PLANS FOR DESIGN SEE GRADING PLAN FOR FINISHED GRADE FOR SURROUNDING GROUND SURFACE PROPOSED LANDSCAPE WALL SEE LANDSCAPE PLANS FOR DESIGN SEE GRADING PLAN FOR FINISHED GRADE FOR SURROUNDING GROUND SURFACE PROPOSED LANDSCAPE WALL SEE LANDSCAPE PLANS FOR DESIGN SEE GRADING PLAN FOR FINISHED GRADE FOR SURROUNDING GROUND SURFACE PROPOSED STRUCTURAL STAGE SEE LANDSCAPING AND STRUCTURAL PLANS FOR DESIGN. PROPOSED BAR WITH ROOF SEE LANDSCAPING PLAN FOR DESIGN. SEE STRUCTURAL PLANS FOR ROOF DESIGN. R25' R25' R20' R5' R4.5' R5' R20' R5' EXISTING 10' UTILITY EASEMENT EXISTING UTILITY AND DRAINAGE EASEMENT EXISTING 30' ACCESS, EMERGENCY ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING UTILITY AND DRAINAGE EAESMENT EXISTING UTILITY AND DRAINAGE EASEMENT 17' TYP.24' TYP.17' TYP. 9' 9' 9'9' TYP. 6.5' 9' TYP. S D 1 2 2 2 2 2 1 1 1 T T PROPOSED BIKE RACKS SEE LANDSCAPE PLANS FOR DESIGN PP P P P P P EAST LINCOLN AVENUE JMT RESOURCES LLC 1000 E LINCOLN AVE 225 LEMAY LLC 225 N LEMAY AVE EXISTING BREWERY BUILDING PROPOSED TANK FARM SEE LOT 2, FORT COLLINS BREWERY SWEETWATER BREWING MINOR AMENDMENT FOR DESIGN EXISTING UTILITY AND DRAINAGE EASEMENT 24' EMERGENCY ACCESS DEDICATED BY SEPARATE DOCUMENT B B PROPOSED 6" BARRIER CURB PROPOSED BIORETENTION WALL. SEE SHEETS C4.01 AND C5.01 FOR DESIGN. PROPOSED 2' SIDEWALK CHASE PROPOSED 2' CURB CUT EXISTING TRASH ENCLOSURE 4.5' EXISTING 26' ACCESS, EMERGENCY ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 15' UTILITY AND DRAINAGE EASMENT EXISTING DRAINAGE AND UTILITY EASEMENT A C LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 LENGTH 26.61' 11.46' 117.00' 10.40' 73.44' 8.36' 63.00' 15.32' 12.00' 99.00' 12.50' 12.50' 99.00' 59.63' 24.10' 11.88' 99.51' 27.68' 5.66' 5.22' 5.65' 16.65' 17.76' 5.00' 74.14' 10.00' 5.00' 5.00' 6.50' 5.00' 1.67' BEARING S89°42'46.78"E N89°42'46.78"W S00°17'13.22"W S89°42'46.78"E N89°44'11.79"W S00°18'39.42"W S89°41'20.58"E N00°18'39.42"E S89°42'46.78"E N00°17'13.22"E N89°42'46.78"W S89°42'46.78"E N00°17'13.22"E N89°42'46.78"W S89°32'12.97"E N00°17'22.10"E S00°17'13.22"W S00°06'36.42"W N89°56'39.82"E S00°00'00.00"E N89°41'20.58"W N89°35'05.01"E N89°35'05.01"E S00°00'00.00"E N89°54'48.68"W S89°43'09.68"E N00°12'31.46"W S00°00'00.00"E N90°00'00.00"E S00°00'00.00"E S00°00'00.00"E CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C33 C34 C35 C36 DELTA 14°26'44" 85°44'29" 74°32'02" 105°27'58" 116°40'35" 63°18'00" 89°58'34" 90°00'00" 94°19'20" 145°51'13" 26°47'35" 14°57'23" 120°17'38" 88°12'59" 128°42'40" 125°10'43" 109°45'36" 146°07'09" 105°59'28" 89°35'53" 82°11'00" 128°25'36" 90°00'00" 42°26'26" 21°33'19" 25°17'27" 33°43'19" 26°17'38" 61°49'01" 40°28'34" 108°02'36" 29°12'02" 115°18'59" 68°59'36" RADIUS 40.91' 25.00' 20.00' 5.00' 5.00' 20.00' 5.00' 4.50' 25.00' 23.88' 25.87' 30.00' 3.00' 8.48' 25.01' 3.00' 9.61' 25.00' 8.20' 35.00' 19.30' 5.00' 15.00' 37.00' 51.23' 25.66' 29.82' 29.82' 29.41' 41.48' 3.00' 22.00' 20.00' 16.30' LENGTH 10.31' 37.41' 26.02' 9.20' 10.18' 22.10' 7.85' 7.07' 41.16' 60.79' 12.10' 7.83' 6.30' 13.06' 56.18' 6.55' 18.41' 63.76' 15.16' 54.73' 27.68' 11.21' 23.56' 27.41' 19.27' 11.33' 17.55' 13.69' 31.73' 29.30' 5.66' 11.21' 40.25' 19.62' BEARING S12°07'03"E S46°50'32"E S52°26'46"E S37°33'14"W S31°22'29"E S58°36'48"W N45°17'56"E N44°42'47"W N42°33'07"W S89°37'39"E S15°11'59"E S11°26'59"E S41°13'08"W N34°31'33"W N54°46'23"W N70°08'18"E S46°53'40"E N28°42'54"W N08°39'03"W S00°17'13"W N10°11'41"W S64°30'01"W S44°42'47"E S68°29'34"E S11°37'26"W N25°10'08"W N08°54'33"W N43°15'04"W N02°07'03"W S00°06'53"E S53°54'42"E N57°27'59"E N10°35'51"W N16°12'13"E CHORD 10.29' 34.02' 24.22' 7.96' 8.51' 20.99' 7.07' 6.36' 36.66' 45.66' 11.99' 7.81' 5.20' 11.80' 45.09' 5.33' 15.72' 47.83' 13.09' 49.32' 25.37' 9.00' 21.21' 26.78' 19.16' 11.23' 17.30' 13.57' 30.21' 28.69' 4.86' 11.09' 33.79' 18.46' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH T S D 1 2 18" VERTICAL INFLOW CURB & GUTTER CURB TRANSITION 1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2.ATTACHED WALK WIDTHS ARE FROM BACK OF CURB. 3.SINGLE POINT CURB TRANSITIONS ARE 6'. 4.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 18" VERTICAL OUTFALL CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP EASEMENTS NOTES: PROPOSED INFLOW CURB & GUTTER PROJECT BOUNDARY EXISTING LOT LINE PROPOSED OUTFALL CURB & GUTTER LEGEND: EXISTING ROW 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.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. 4.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. CONCRETE PAVING DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 08/18/2021 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 HORIZONTAL CONTROL & PAVING PLAN C2.00 ARTIFICIAL TURF SURFACING SEE LANDSCAPE PLANS FOR DESIGN RIVER ROCK CONCRETE PATH SEE LANDSCAPE PLANS FOR DESIGN WOOD PLATFORM SURFACING SEE LANDSCAPE PLANS FOR DESIGN PCURB TAPER (0" TO 6") BPROPOSED BOLLARD 04 BIORETENTION FACILITY SEE SHEET C4.01 FOR DESIGN PARKING RESERVED R7-8 12"x18" PARKING RESERVED R7-8 12"x18" R7-8a 18"x9" ACCESSIBLE VAN ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 PROPOSED SIGNS A C THE BACKPORCH SS SS SS SS SS SS SS SSSSSSSSSS SS ELEC TELE VAULT F.O. CABLE VAULT F.O. ELEC VAULT F.O. VAULT F.O. VAULT F.O. ELEC ELEC CONTROL IRR FDC CONTROL IRR ELEC ELEC BRKR ELEC BRKR EEEEEEEE E E EEE EG G G G G G G G G WWW WWW E E EEEEEEEEGGFOFOE E EEEGGGEEEEEEEEEFOEEEEEEGGGGGGGGGGG GGGGGGFOFOFOFOFOFO E E E E FO FOFO FO FO FO FO FO FO FOEEEEEEE W W W W W WXXXXXXXXXXX ST ST ST ST ST ST ST ST ST ST STSTCTVCTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTV EEE E E E E E E E E E E WWWW XX X X X X XEXISTING 10.00 UTILITY EASEMENT EXISTING UTILITY AND DRAINAGE EASEMENT EXISTING 30.00 ACCESS, EMERGENCY ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING UTILITY AND DRAINAGE EAESMENT EXISTING UTILITY AND DRAINAGE EASEMENT UDUD UDUDUD UDUDNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSEEE E E E E E E E E CTVCTV CTV CTV CTV CTV CTV CTV EXISTING UTILITY AND DRAINAGE EASEMENT EXISTING UTILITY AND DRAINAGE EASEMENT JMT RESOURCES LLC 1000 E LINCOLN AVE 225 LEMAY LLC 225 N LEMAY AVE EAST LINCOLN AVENUE EXISTING BREWERY BUILDING STORM DRAIN LINE 1 SEE SHEET C3.01 EXISTING WATER METERS AND CURB STOPS TO BE REMOVED. SERVICE LINE TO BE PLUGGED AND ABANDONED. EXISTING WATER VALVES/FIRE HYDRANT TO BE PROTECTED/ADJUSTED TO FINAL GRADE EXISTING SANITARY MANHOLE TO BE PROTECTED/ ADJUSTED TO FINAL GRADE EXISTING CLEANOUTS TO BE ADJUSTED TO FINAL GRADE EXISTING CLEANOUTS TO BE ADJUSTED TO FINAL GRADE EXISTING SANITARY MANHOLE TO BE PROTECTED/ADJUSTED TO FINAL GRADE EXISTING WATER VALVE TO BE PROTECTED/ADJUSTED TO FINAL GRADE EXISTING CLEANOUTS, MANHOLES AND LIDS TO BE ADJUSTED TO FINAL GRADE EXISTING WATER METER AND CURB STOP TO BE PROTECTED/ADJUSTED TO FINAL GRADE PROPOSED BIORETENTION UNDERDRAIN SEE SHEET C4.01 FOR DESIGN EXISTING CABLE BOX TO BE RELOCATED STORM DRAIN LINE 1A SEE SHEET C3.01 PRELIMINARY ALIGNMENTS FOR ELECTRIC AND CABLE. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS AND CONTRACTOR FOR LOT 2, FORT COLLINS BREWERY SWEETWATER BREWING MINOR AMENDMENT FOR APPROVAL AND POINTS OF CONNECTIONS. 49 LF OF 4" TRENCH DRAIN AT 0.50% PROPOSED UNDERDRAIN FOR ARTIFICIAL TURF AREAS SEE SHEET C3.01 PROPOSED UNDERDRAIN FOR ARTIFICIAL TURF AREAS SEE SHEET C3.01 EXISTING DRAINAGE AND UTILITY EASEMENT EXISTING 26' ACCESS, EMERGENCY ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 15' UTILITY AND DRAINAGE EASMENT EXISTING DRAINAGE EASEMENT EXISTING 15' UTILITY EAEMENT 24' EMERGENCY ACCESS EASEMENT DEDICATED BY SEPARATE DOCUMENT EXISTING UTILITY AND DRAINAGE EASEMENT PROPOSED LIGHT POLE LOCATIONS. SEE LANDSCAPE PLANS FOR DESIGN CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS. SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL 6" OUTLET PIPES SHALL BE DEEPER THAN THE STRUCTURAL CONCRETE PAD ONCE THE THICKNESS IS ESTABLISHED BY THE STRUCTURAL ENGINEER AND DRAIN A MINIMUM OF 2% TO THE 6" MANIFOLD. 5.CONDUIT AND DRY UTILITY RELOCATIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO CONSTRUCTION FOR OFFICIAL RELOCATIONS. EXISTING LOT LINE EASEMENT LINE EXISTING WATER MAIN LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED NYLOPLAST BASIN PROPOSED CURB & GUTTER EXISTING FIRE HYDRANT PROJECT BOUNDARY W SS EXISTING ROW EXISTING CABLE CTV ST G TEXISTING TELEPHONE TO BE RELOCATED EXISTING GAS TO BE RELOCATED EXISTING CABLE TO BE RELOCATED CTV DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 08/18/2021 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 UTILITY PLAN C3.00 PROPOSED STORM SEWER 05 PROPOSED UNDERDRAIN UD PROPOSED CLEANOUT PROPOSED LIGHT POLE SSSSSSSSSSSSSSSSSSSSSSSSFDCE E E E E WW EEEEEEEEEEEEEEEGGGGSTSTSTSTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVWWWWWWWWWXXXXUDUDUD UD UD UD UD UD UDUDUDUDUDUDUDNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSEEEEEEEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVDRAIN BASIN 3.1 STA 10+87.16 N: 131821.58 E: 199771.08 DRAIN BASIN 5 STA 11+62.29 N: 131780.84 E: 199772.10 DRAIN BASIN 4 STA 11+29.35 N: 131780.54 E: 199739.16 DRAIN BASIN 3 STA 10+89.69 N: 131818.66 E: 199750.11 DRAIN BASIN 2 STA 10+55.10 N: 131853.25 E: 199749.47 OUTLET STA 10+06.25 N: 131877.41 E: 199724.75 34.60 LF 8" PVC @ 0.50% 39.66 L F 8 " P V C @ 0 . 5 0 % 32.94 LF 8" PVC @ 0.50%21.17 LF 8" PVC @ 1.00%19.59 LF 6" PERFORATED PVC @ 0.50% 15.19 LF 6" PERFORATED PVC @ 0.50% 8.09 LF 6" PERFORATED PVC @ 0.50% 21.40 LF 6" PERFORATED PVC @ 0.50% 23.61 LF 6" PERFORATED PVC @ 0.50%23.19 LF 6" PERFORATED PVC @ 0.50% CLEANOUT 6 STA 11+17.92 N: 131795.38 E: 199728.91 RIM: 4943.659 INV IN: 4943.30 (N) INV. OUT=4943.30 (N) CLEANOUT 5 STA 10+95.28 N: 131818.99 E: 199728.70 RIM: 4943.541 INV IN: 4943.18 (E) INV. OUT=4943.18 (E) CLEANOUT 4 STA 10+34.05 N: 131842.18 E: 199728.50 RIM: 4943.657 INV IN: 4943.30 (S) INV. OUT=4943.30 (S) CLEANOUT 2 STA 10+55.45 N: 131853.26 E: 199769.06 RIM: 4943.391 INV IN: 4943.03 (W) INV. OUT=4943.03 (W) CLEANOUT 3 STA 10+63.54 N: 131845.17 E: 199769.28 RIM: 4943.431 INV IN: 4943.07 (N) INV. OUT=4943.07 (N) CLEANOUT 1 STA 10+55.10 N: 131868.44 E: 199768.65 RIM: 4943.467 INV IN: 4943.11 (S) INV. OUT=4943.11 (S) DRAIN BASIN 1 STA 10+30.60 N: 131853.06 E: 199724.97 24.35 LF 12" PVC @ 0.20%24.50 LF 12" PVC @ 0.21%15" Ø DRAINAGE BASIN WITH 15" PEDESTRIAN GRATE 15" Ø DRAINAGE BASIN WITH 15" SOLID COVER 4940 4945 4950 4940 4945 4950 10+00 11+00 11+65 4940 4945 4950 4940 4945 4950 9+90 10+00 10+25DRAIN BASIN 2STA 10+55.10RIM 4944.3±INV. IN 4942.81 (S)INV. IN 4942.93 (E)INV. OUT 4942.81 (W)DRAIN BASIN 3STA 10+89.69RIM 4944.4±INV. IN 4942.98 (S)INV. IN 4942.98 (E)INV. IN 4943.07 (W)INV. OUT 4942.98 (N)DRAIN BASIN 4STA 11+29.35RIM 4944.4±INV. IN 4943.18 (E)INV. OUT 4943.18 (N)OUTLETSTA 10+06.25RIM 4943.8±INV. IN 4942.71 (S)34.60 LF 8" PVC @ 0.50% 39.66 LF 8" PVC @ 0.50% 32.94 LF 8" PVC @ 0.50%DRAIN BASIN 5STA 11+62.29RIM 4944.7±INV. OUT 4943.34 (W)DRAIN BASIN 1STA 10+30.60RIM 4944.7±INV. IN 4942.76 (E)INV. OUT 4942.76 (N)24.50 LF 12" PVC @ 0.21% 24.35 LF 12" PVC @ 0.20%DRAIN BASIN 3STA 10+89.69RIM 4944.4±INV. IN 4942.98 (S)INV. IN 4942.98 (E)INV. IN 4943.07 (W)INV. OUT 4942.98 (N)DRAIN BASIN 3.1STA 10+87.16RIM 4945.0±INV. OUT 4943.19 (W)21.17 LF 8" PVC @ 1 . 0 0 % 100-YEAR HGL PROPOSED GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 PROFILE SCALE: STORM DRAIN 1 DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 08/18/2021 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 STORM DRAIN 1 PLAN & PROFILE C3.01 EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER ST EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALTERNATE PIPE MATERIALS (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE MATERIALS CALLED OUT SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.ALL DRAINAGE BASINS ARE 12" DIAMETER WITH 12" PEDESTRIAN GRATES WITH THE EXCEPTION OF THE TWO BASINS NOTED. PROPOSED UNDERDRAIN UD PROFILE SCALE: STORM DRAIN 1A 06 PROPOSED CLEANOUT THE BACKPORCH SS SS SS SS SS SS SS SSSSSSSSSS SS ELEC TELE VAULT F.O. CABLE VAULT F.O. ELEC VAULT F.O. ELEC ELEC CONTROL IRR FDC CONTROL IRR ELEC ELEC BRKR ELEC BRKR EEEEEEEE E E EEE EG G G G G G G G G WWW WWW E E EEEEEEEEGGFOFOE E EEEGGEEEEEEEEEEGGGGGGGGGGGGGGGGGFOFOFOFOE E E E FO FOFO FO FO FO FO FO FO FOEEEEEEE W W W W W WXXXXXXXXXXX ST ST ST ST ST ST ST ST ST ST STSTCTVCTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTV EEE E E E E E E E E E E WWWW XX X X X X X1.0%0.5%2.0% 2.0%0.5%3.5%1.0%0.4%1.0%0.5% 0.5%0.5%2.3% 0.0% 1. 5% 1 . 8% 0. 5 % EXISTING 10' UTILITY EASEMENT EXISTING UTILITY AND DRAINAGE EASEMENT EXISTING 30' ACCESS, EMERGENCY ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING UTILITY AND DRAINAGE EAESMENT EXISTING UTILITY AND DRAINAGE EASEMENT1.9% 2.4% 2.0%1.2% 4.2%2.3%3.5%6.0%2.8%2.5%2.1%UDUD UDUDUD UDUDNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSEEE E E E E E E E E CTVCTV CTV CTV CTV CTV CTV CTV 1.7%3.1%1.5% 1.5% 1.4% 2.0% 3.5% 2.2%1.7%1.7%6.8%44.496" TC44.366" TC4 4 . 2 36" TC4 4 . 1 96" TC44.12 6" TC 44.796" TC45.396" TC4 4 . 8 96" TC4 4 . 8 9 6" T C 44.646" TC44. 6 4 6" T C44.406" TC43.98 6" TC43.856" TC4 3 . 6 26" TC43. 4 8 6" T C 43.570" T C 43.636" TC43.78 6" TC 43.54 2' SC 44.00 6" TC 4 3 . 9 96" TC4 4 . 0 40" TC4 4 . 0 80" TC44.22(43.44)42.65GRATE(45.41)6" TC(44.17) 4 5 . 1 26" TC45.256" TC(4 5 . 3 7 )5" TC45.8045.07 44.9845.00 44.98 45.2145.1245.0844.8044.84 44.7344.7144.8044.284 4 . 2 6 44.9045.00 45. 2 1 45.17 44.7044.43 44.40 45.00 44.33 (45.94)(45.36)(45 . 8 8 )(45.78)45.2645.2645.2645.2045.1745.2644.9045.2645.2643.030.5%44.6044.8244.752.0%2.5%8:1 6:1 8:1 4 3 . 5 4 2' C C (43.43)(43.89)(42.88)3.2%1.8%1.5% 45.30 45.00 44.55 0" TC 44.13 6" TC 44.70 0" TC 44.08 6" TC 5.9%5.2%0 . 8%44.2044. 8 0 45.1945.2045.2044.96 PROTECT EXISTING CONCRETE PAD 45.26 PROPOSED RAIN GARDEN SEE SHEET C4.01 FOR DETAILED DESIGN EAST LINCOLN AVENUE JMT RESOURCES LLC 1000 E LINCOLN AVE 225 LEMAY LLC 225 N LEMAY AVE 45.08 6" TC 45.050" TC44.950" T C 44.926" TC7.0%4.1%45. 3 3 45.4343.706" TC1.3% 4 3 . 5 4 0" T C 43.546" TC4 3 . 6 86" TC43. 9 9 43.965.6%1.4%2.2%2.1%45.00 (45.59)(45.61)45.68 (45.68)45.80 EXISTING BREWERY BUILDING CURB AND SIDEWALK INTERSECTION GRADES MUST MATCH LOT 2, FORT COLLINS BREWERY SWEETWATER BREWING MINOR AMENDMENT. CONTRACTOR SHALL COORDINATE/VERIFY WITH TANK FARM CONTRACTOR 24' EMERGENCY ACCESS EASEMENT DEDICATED BY SEPARATE DOCUMENT 45.1045.06 45.06 45.10 1.2% 1.2% 1.4% 1.6% 45.22 44.99 1.1%2.7%45. 5 5 45.4244.56 44.69 1.0%45.2644.1044.81 44. 8 7 44.80 EXISTING DRAINAGE AND UTILITY EASEMENT EXISTING 26' ACCESS, EMERGENCY ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 15' UTILITY AND DRAINAGE EASMENT EXISTING DRAINAGE EASEMENT EXISTING 15' UTILITY EAEMENT EXISTING UTILITY AND DRAINAGE EASEMENT44.101.0% 1.3% 4" TRENCH DRAIN AT 0.5% 1.6%1.1%2.2% 6:1 8:1 8:1 4 6 . 4 6 44.80 44.94 45.01 44.87 45.03 44.93 RIDGELINE RIDGELINE RIDGELINE 45.7645.8645. 4 7 1.4%45.103.0% 1.1% 44.98 45.11 44.91 44.4544.4044.20 44.04 44.04 45.0145.76 4 4 . 3 7INV44.62INV1.2%44.62 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROJECT BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. NOTES: 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE 33.43 EXISTING RIGHT OF WAY LEGEND: ST PROPOSED GRADE BREAK ABBREVIATIONS: P/W = PAD AND WALK P/FF = PAD AND FINISHED FLOOR FL = FLOWLINE TC = TOP OF CURB CC = CURB CUT SC = SIDEWALK CHASE X" TC = X" TO TOP OF CURB FROM ELEVATION LISTED DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 08/18/2021 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 GRADING PLAN C4.00 07 EEEEEEEST ST ST ST ST ST ST XXXXXX X UD UD UD UD UD UDUDUD UD UD UD EEEEEEEE E E E E E E E E E E E E E E E E E CTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV A A B B 44.4243.54FL44.62 43.542' CC44.20TOW44.04 TOW 4 4 . 0 4TOW 44.04TOW 44.06 TOW 44.20 TOW TOP OF MEDIA: 4942.71 TOP OF WATER: 4943.54 BOTTOM OF SUBGRADE: 4940.21 OVERFLOW LOCATION 2' CURB CUT 44.37 44.04 44.04 TOW 44.38 TOW 44.42 TOW 44.61 TOW 43.45 INV 42.71 INV 90° BEND INV. IN=4940.25 (W) INV. OUT=4940.25 (N) N: 131893.82 E: 199747.48 CLEANOUT INV. OUT=4940.39 (E) RIM=4940.9 N: 131894.02 E: 199717.88 TRANSITION FROM PERFORATED TO SOLID PVC INV. IN=4940.20 (S) INV. OUT=4940.20 (N) N: 131903.39 E: 199747.55 CONNECT TO EX INLET INV. IN=4940.11 (SW) KNOCK OUT FOR CONNECTION. GROUT CONNECTION. 15.00 LF 6" PVC @ 0.48% 29.60 LF 6" PERFORATED PVC @ 0.48% 9.57 LF 6" PERFORATED PVC @ 0.48%43.546" TC4.6%3 . 9% 6" CURB PROPOSED 10" WALL 2' SIDEWALK CHASE SEAT WALL RE: LANDSCAPE PLANS PROPOSED 10" WALL STORM DRAIN LINE 1 SEE SHEET C3.01 4.63 LF 6" PVC @ 0.48% 45° BEND INV. IN=4940.18 (S) INV. OUT=4940.18 (NE) N: 131908.02 E: 199747.584.6%4.2%5.6%1 . 7% 1 . 7%1.6%1.3%REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA 18" BIO-RETENTION SAND MEDIA 6" PERFORATED HDPE UNDERDRAIN MIN. 8" GRAVEL LAYER MEETING CDOT #4 COARSE AGGREGATE SPECIFICATION. 4" PEA GRAVEL SEAT WALL SEE LANDSCAPE PLANS FOR DETAILS AND DESIGN 18" OUTFALL PRIVATE CURB & GUTTER 100-YR WSEL = 4943.54 TOP OF MEDIA = 4942.71 RAIN GARDEN PVC LINER (TYPICAL ALL SIDES)RAIN GARDEN PVC LINER PROPOSED 10" WALL SEE SHEET C5.02 FOR DETAIL REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA 18" BIO-RETENTION SAND MEDIA 6" PERFORATED HDPE UNDERDRAIN MIN. 8" GRAVEL LAYER MEETING CDOT #4 COARSE AGGREGATE SPECIFICATION. 4" PEA GRAVEL 2' SIDEWALK CAHSE COVER PLATE 100-YR WSEL = 4943.54 TOP OF MEDIA = 4942.71 RAIN GARDEN PVC LINER (TYPICAL ALL SIDES) PROPOSED 10" WALL SEE SHEET C5.02 FOR DETAIL PROPOSED 10" WALL SEE SHEET C5.02 FOR DETAIL RAIN GARDEN PVC LINER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet055 5 10 15 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROJECT BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.SEE SHEET C5.01 FOR DETAILS AND SPECIFICATIONS ON BIORETENTION MEDIA. NOTES: 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE 33.43 EXISTING RIGHT OF WAY LEGEND: ST PROPOSED GRADE BREAK ABBREVIATIONS: INV = INVERT FL = FLOWLINE TC = TOP OF CURB CC = CURB CUT TOW = TOP OF WALL DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 08/18/2021 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 RAIN GARDEN PLAN C4.00 RAIN GARDEN SECTION A-A100 RAIN GARDEN SECTION B-B101 08 NOTES: 1.REFER TO THE BIORETENTION SAND MEDIA SPECIFICATIONS FOR MORE INFORMATION ON THE SOIL MIX. 2.BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH CYCLE OR APPROVED EQUAL. 3.THE SOIL SECTION AS SHOWN ON THIS DETAIL SHALL BE PLACED IN ALL RAIN GARDEN LOCATIONS. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R PRIVATE CURB & GUTTER103 18" OUTFALL R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4"1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material SIDEWALK/ADA PATH CROSS SECTION102 SITE DETAILS C5.00 DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 08/18/2021 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 18" INFALL PRELIMINARY CONCRETE PAVING SECTION107 A 6' A 9' 12:1 (MAX) (MIN) 6' (MIN) MID-BLOCK LOCATION 12:1 (MAX) SECTION A-A NOTES: DETECTABLE WARNING SURFACE SHALL BE A CONTRAST COLOR AND CONSTRUCTED OF CAST IRON.2%BACK OF RAMP6"(MIN)6"FLOWLINE2% SLOPE CONCRETE PEDESTRIAN CURB 6" MIN VARIES 2' x 9' DETECTABLE WARNING SURFACE CONCRETE PEDESTRIAN CURB 2' x 9' DETECTABLE WARNING SURFACE 6" SIDEWALK CURB GUTTER (MAX)2%1" RADIUS 1/4" RADIUS 6" STANDARD ACCESS RAMPS105 12:1(MAX)2' x 6' DETECTABLE WARNING SURFACE 5' FLARE SIDEWALK CURB GUTTER (MAX)2%6.5'(MAX)2%TAPER TO SIDEWALK ELEVATION DIRECTIONAL ACCESS RAMPS106 A A(MAX)2%DIRECTIONAL ACCESS RAMP SECTION A-A NOTES: DETECTABLE WARNING SURFACE SHALL BE A CONTRAST COLOR AND CONSTRUCTED OF CAST IRON. 2' SIDEWALK CHASE101 09 BOLLARD DETAIL104 8 IN. GENERAL NOTES: 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF CULVERT. 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. SECTION C-C 14 1/2 IN. 1 FT. 6 IN. 4 FT. 0 IN. DEPRESSED GUTTERWARPED GUTTER 3 FT. 6 IN. WARPED GUTTER 3 FT. 6 IN. TOP OF CURB 8 IN. 6 IN. 2 IN. 2 IN. 1/4 IN.-1 IN. LEG 6 IN. 6 IN. 6 IN. 3 IN. BACK OF CURB SEE DETAIL "A" FLOWLINE WARPED CURB & GUTTER (TYP.) #4 BARS AT 12 IN. O.C. 11 IN. 6 IN. 2 #5 BARS AT 6 IN. O.C. 5 #5 BARS AT 9 IN. O.C. 3:1 EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 6#4 BARS AT 11 IN. O.C. 6 IN. THICK SIDEWALK (TYP.) 3 FT. 1 FT. 4 FT. 6 IN. 2 FT. 3 FT. 6 IN. 11 FT. 4 FT. OPENING 9 IN. 1 FT. (TYP.) 3 FT. 6 IN. 6 IN. 2 FT. 0 IN.5 FT. 6 IN. 6 IN. 6 IN. 8 1/2 IN. 6 IN. 2 IN. ADA ACCESSIBLE PARKING STALLS100VAN-ACCESSIBLEPARKINGMIN.MIN.ONE IN EVERYEIGHT ACCESSIBLESPACES, BUT NOTLESS THAN ONE,SHALL BE VANACCESSIBLE.ONE SIGNPER SPACEREQUIREDREQUIREDPER SPACEONE SIGNREQUIREDPER SPACEONE SIGNCAR ACCESSIBLEVAN ACCESSIBLE"UNIVERSAL DESIGN"CAR & VAN ACCESSIBLEORA "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.THIS DESIGN IS USED TO ACCOMMODATE CAR & VANACCESSIBLE PARKING SPACES, WHICH ELIMINATES THENEED FOR TWO SIGN TYPES.8'5'8'8'8'8'11'5'11'11'5'RESERVEDRESERVEDPARKINGRESERVEDPARKINGR7-8R7-8R7-8 1.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION SPECIFICATIONS. 2.PRE-CONSTRUCTION 2.1.CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING INFILTRATION RATES. 2.2.CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING CONSTRUCTION INSPECTION CHECKLISTS". 3.DURING CONSTRUCTION: 3.1.CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS. 3.2.LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA. 3.3.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM. 4.GEOTEXTILE LINERS: 4.1.WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL. 4.2.WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 4.3.WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION. 4.4.WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER. 5.AGGREGATES AND BSM: 5.1.ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES. 5.2.RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67. 5.3.DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9. 5.4.THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ NOTES: 8" MIN 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 2" MIN 30" MIN 12" MAX1 GEOTEXTILE LINER (AS PER PLAN) MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE TOP OF THE MULCH 4 MAX NON-FLOATABLE MULCH (AS PER PLAN) 3" PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER FOREBAY IS REQUIRED TO BE PLACED AT ALL INFLOW LOCATIONS; WITH A MINIMUM 3" DROP FROM GUTTER FLOWLINE TO FOREBAY 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS OVERFLOW RISER OPTION (AS PER PLAN) 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS STANDARD CROSS-SECTION 1 2 WALLED CROSS-SECTION PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER 18" MIN 4" 12" MAX 30" MIN 36" MIN BASIN WIDTH COVER PLATE 8" SIDEWALK CHASE 18" MIN OVERFLOW RISER OPTION (AS PER PLAN) REINFORCED CONCRETE WALLS (AS PER PLAN) 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE SURFACE OF THE MULCH 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 6.UNDERDRAIN: 6.1.UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE OPENINGS. 6.2.DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK. 6.3.UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY. 7.OVERFLOW INLET: 7.1.AN OVERFLOW INLET OR RISER PIPE SHALL BE PROVIDED. 7.2.ALL OVERFLOW RISER PIPE SHALL BE CAPPED WITH A DOME-SHAPED GRATE. 7.3.AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS. 8.CLEANOUTS: 8.1.PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION. 8.2.CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED PLANS. 8.3.CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS REQUIRED. 9.FOREBAY: 9.1.THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. 10.LANDSCAPE MATERIALS 10.1.CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-FLOATABLE. 10.2.IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE. 10.3.ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR BIORETENTION BASINS. 10.4.LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN. 10.5.TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN. 2" MIN 8" MIN 4" 8" NATIVE SOIL ZONE FLAT CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 12" Ø NYLOPLAST DRAINAGE BASIN WITH PEDESTRIAN GRATE201 CLEANOUT DETAIL205 DRAINAGE DETAILS C5.01 DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 08/18/2021 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 TURF UNDERDRAIN SECTION2044" TRENCH DRAIN202 REV E7001-110-189DWG NO.1 OF 1SHEET1:20SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 03-29-06DATE EBCDRAWN BY 03-11-16 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 12" & 15" DRAIN BASIN WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ® ©2013 NYLOPLAST 2' CURB CUT206 10 APPROVED: DRAWN BY:DETAILS CONSTRUCTION DATE REVISED: DETAILSTORMWATER BIORETENTION DECEMBER 2018 HEM D-53 BIORETENTION DETAIL200 RAIN GARDEN PVC LINER DETAIL203 RAIN GARDEN PVC LINER (TYPICAL ALL SIDES) 1.33'0.83'1.5' 1' 5" RADIUS3" CLEAR 0.67' 3.66' 2" CLEAR #4 BARS @ 1.5' O.C. 3.5" X 1.5" CONSTRUCTION KEY #4 BARS @ 1.5' O.C. #4 @ 1.0' O.C. #4 LONG BARS @ 1.5' O.C. #4 ALONG TOP OF WALL 2" CLEAR (2) #4 BARS PROPOSED RAIN GARDEN MEDIA WQCV WSEL 3.0' TO 4.0' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R DESCRIPTION DATE E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com A PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTT - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2021 www.rbbarchitects.com ARCHITECTS REVISIONS: 100-033CONSTRUCTIONDOCUMENTS 08/18/2021 B C D 5 4 3 2 1 SWEETWATER BEER GARDEN1020 EAST LINCOLN AVENUEFORT COLLINS, COLORADO 80524SWEETWATER BREWING COMPANYNOT FOR CONSTRUCTIONREVIEW SETThese drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.DESIGNED BY: C. PapeREVIEWED BY: S. Thomas OF 14 STORM BEDDING AND ENCASEMENT300 C5.02 11 DRAINAGE DETAILS BIORETENTION RETAINING WALL DETAIL301 SSSSSSSSSSSSSSSS SS SS SS SSSSELECTELEVAULTF.O.CABLEVAULTF.O.ELECVAULTF.O.ELECCONTROLIRRFDCCONTROLIRRELECELECBRKRELECBRKREEEEEEEEEEEEEEGGGGGGGGGWWWWWWEEE E E E E E E EGG FOFOEEEEEGGE E E EEEEEEGGGGGGGGGGGG G G G G G FOFOFOEEEEFOFOFOFOFOFOFOFOFOFOEEEE E EEWWWWWWX X X X X X X X X X X STSTSTSTSTSTSTSTSTSTSTSTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV E E EEEEEEEEEEEW W W WX XXXXXXEAST LINCOLN AVENUEJMT RESOURCES LLC1000 E LINCOLN AVE225 LEMAY LLC225 N LEMAY AVEVTCCWAIPIPUDUDUDUDUDUDUDNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS E E EEEEEEEEECTV CTVCTVCTVCTVCTVCTVCTVIPIPIPIPIP2.0%1.3%2.4%2.3%2.3%1.2%1.2%1.2%4.6%3.5%2.5%1.0%7:16:11.5%2.0%4.1%3.2%1.6%1.4%3.5%1.1%2.4%1.5%2.2%1.8% 1.7 %2.2%2.1% 2.1%1.1%2.7%1.1%1.2%3.5%1.5%1.5%11.8%2.1%2.2%1.0%3.5%SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFEXISTING 10.00UTILITY EASEMENTEXISTING UTILITY ANDDRAINAGE EASEMENTEXISTING 30.00ACCESS, EMERGENCY ACCESS,UTILITY AND DRAINAGE EASEMENTEXISTING UTILITY ANDDRAINAGE EAESMENTEXISTING UTILITY ANDDRAINAGE EASEMENTEXISTING BREWERY BUILDING2.0%HMHM8:15:1RSRS24.00 EMERGENCY ACCESSEASEMENT DEDICATED BYSEPARATE DOCUMENTEXISTING DRAINAGE AND UTILITY EASEMENTEXISTING 26.00ACCESS, EMERGENCY ACCESS,UTILITY AND DRAINAGE EASEMENTEXISTING 15.00 UTILITYAND DRAINAGE EASMENTEXISTING DRAINAGEEASEMENTEXISTING 15.00UTILITY EAEMENTEXISTING UTILITY ANDDRAINAGE EASEMENTIPIPIPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet02020204060SFIPVTCLEGEND:50PROPOSED SWALE FLOWLINEPROPOSED INFLOW CURB/GUTTER FLOWLINEPROPOSED STORM DRAIN PROPOSED CONTOUREXISTING CONTOURINLET PROTECTIONSILT FENCEVEHICLE TRACKING PADSFCWACONCRETE WASHOUT AREA1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE).2.TOTAL DISTURBED AREA = 0.91 ACRES3.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAYDAILY OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THEROADWAY INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCENEEDS MAINTENANCE.4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDYSACK, SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IFUSING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTSWHEN THEY NEAR SATURATION.6.HYRDOMULCH ALL SLOPES 6:1 OR GREATER WHERE STORMWATERRUN-ON IS ANTICIPATED OR SLOPE AREA IS LONGER THAN 50'. INSTALLECF WHERE HYDROMULCH DOES NOT CONTROL EROSION TO THESATISFACTION OF THE INSPECTOR.7.STORMWATER QUALITY CONTROL DEVICES SUCH AS RAIN GARDENS ANDFOREBAYS WILL BE CONSTRUCTED AT THE END OF THE CONSTRUCTIONSEQUENCE BY PHASE TO PREVENT SEDIMENT BUILDUP.8.IF DISTURBED AREA REACHES BEYOND PHASE LIMITS, ENSURETEMPORARY STABILIZATION OCCURS VIA TEMPORARY SEEDING ANDMUCHING. REFER USDCM CONSTRUCTION BMP EC-2: TEMPORARY ANDPERMANENT SEEDING (TS/PS).GENERAL NOTES:PROJECT BOUNDARYEXISTING LOTLINEHYDRO SEEED & MULCH/ MULCH TACKIFIERHMHMDESCRIPTIONDATEENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comAPROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANT T - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2021www.rbbarchitects.comARCHITECTSREVISIONS:100-033CONSTRUCTION DOCUMENTS 08/18/2021BCD54321SWEETWATER BEER GARDEN 1020 EAST LINCOLN AVENUE FORT COLLINS, COLORADO 80524 SWEETWATER BREWING COMPANY NOT FOR CO N S T R U C T I O N REVIEW SE T These drawings are instruments of serviceprovided by Northern Engineering Services,Inc. and are not to be used for any type ofconstruction unless signed and sealed by aProfessional Engineer in the employ ofNorthern Engineering Services, Inc.DESIGNED BY: C. Pape REVIEWED BY: S. Thomas OF 14EROSION CONTROL PLANC6.0012RSROCK SOCK CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRDESCRIPTIONDATEENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comAPROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANT T - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2021www.rbbarchitects.comARCHITECTSREVISIONS:100-033CONSTRUCTION DOCUMENTS 08/18/2021BCD54321SWEETWATER BEER GARDEN 1020 EAST LINCOLN AVENUE FORT COLLINS, COLORADO 80524 SWEETWATER BREWING COMPANY NOT FOR CO N S T R U C T I O N REVIEW SE T These drawings are instruments of serviceprovided by Northern Engineering Services,Inc. and are not to be used for any type ofconstruction unless signed and sealed by aProfessional Engineer in the employ ofNorthern Engineering Services, Inc.DESIGNED BY: C. Pape REVIEWED BY: S. Thomas OF 14EROSION CONTROL DETAILSC6.0113002SILT FENCESFSFROCK SOCK SECTIONROCK SOCK PLANROCK SOCK JOINTINGGRADATION TABLESIEVE SIZEMASS PERCENTPASSING SQUAREMESH SIEVESNO. 42"1001-1/2"90-1001"20-553/4"0-153/8"0-5MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FORCONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,ALL SIDESRSVTC003VEHICLE CONTROL TRACKING PAD001CONCRETE WASHOUT AREAROCK SOCK DETAIL004CW005DROP INLET PROTECTION SSSSSSSSSSSS SS SS SS SSSSTELECABLEVAULTF.O.ELECVAULTF.O.VAULTF.O.VAULTF.O.ELECELECCONTROLIRRFDCCONTROLIRRELECELECBRKRELECBRKREEEEEEEEEEEEEEGGGGGGGGGWWWWWWEEE E E E E E E EGGFOFOEEEEE GGE E E EEEEEEFO EEEEEEGGGGGGGGGGGG G G G G G FO FOFOFOFOFOFOW W W W W W W W W WEEEEFOFOFOFOFOFOFOFOEEEEEEWWWWWXXXXXXXXXXXSTSTSTSTSTSTSTSTSTSTSTSTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEEEEEEEEEEEWWWWEAST LINCOLN AVENUEX XXXXXXUDUDUDUDUDUDUDNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS E E EEEEEEEEECTV CTVCTVCTVCTVCTVCTVCTV225 LEMAY LLC225 N LEMAY AVEa1b1e1d1c1A1B1D1E1EX1EXISTING 10'UTILITY EASEMENTEXISTING UTILITY ANDDRAINAGE EASEMENTEXISTING 30'ACCESS, EMERGENCY ACCESS,UTILITY AND DRAINAGE EASEMENTEXISTING UTILITY ANDDRAINAGE EAESMENTEXISTING UTILITY ANDDRAINAGE EASEMENT24' EMERGENCY ACCESSEASEMENT DEDICATED BYSEPARATE DOCUMENTC1PROPOSED 10-YEAR INLETPROPOSED 10-YEARINLETPROPOSED 10/100-YEAR INLETPROPOSED 10-YEAR INLETSPROPOSED 10-YEAR SIDEWALK CHASEEXISTING INLETEXISTING SWALEEXISTING DRAINAGE AND UTILITY EASEMENTPROPOSEDRAIN GARDENPROPOSED TANK FARMSEE LOT 2, FORT COLLINS BREWERYSWEETWATER BREWING MINOR AMENDMENTFOR DESIGN.EXISTING BREWERY BUILDINGPROPOSED 100-YEAR OVERFLOWELEVATION: 4944.62PROPOSED OVERTOPELEVATION: 4944.76PROPOSED OVERTOPELEVATION: 4944.69PROPOSED OVERTOPELEVATION: 4944.62PROPOSED2' CURB CUTPROPOSED4" TRENCH DRAINEXISTING UTILITY ANDDRAINAGE EASEMENTEXISTING 26'ACCESS, EMERGENCY ACCESS,UTILITY AND DRAINAGE EASEMENTEXISTING 15' UTILITYAND DRAINAGE EASMENTEXISTING DRAINAGEEASEMENTEXISTING 15'UTILITY EAEMENTSTORM DRAIN LINE 1SEE SHEET C3.01STORM DRAIN LINE 1ASEE SHEET 06100-YEAR WSELINUNDATION AREA100-YEAR OVERTOPPINGELEVATION: 4943.90CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet02020204060FOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTIONLEGEND:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYNOTES:1.REFER TO THE "FINAL DRAINAGE, EROSION CONTROL AND WATER QUALITYREPORT FOR FORT COLLINS BREWERY" DATED APRIL 20, 2009 AND "DRAINAGEMEMO RED TRUCK BREWERY - MINOR AMENDMENT" DATED AUGUST 23, 2017, BYAPEX ENGINEERING FOR PREVIOUSLY APPROVED DESIGNS AND CALCULATIONS.REFER TO "LOT 2, FORT COLLINS BREWERY - SWEETWATER BREWING MAJORAMENDMENT" BY NORTHERN ENGINEERING, FOR RAIN GARDEN SIZING ANDDRAINAGE CALCULATIONS.DESCRIPTIONDATEENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comAPROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANT T - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2021www.rbbarchitects.comARCHITECTSREVISIONS:100-033CONSTRUCTION DOCUMENTS 08/18/2021BCD54321SWEETWATER BEER GARDEN 1020 EAST LINCOLN AVENUE FORT COLLINS, COLORADO 80524 SWEETWATER BREWING COMPANY NOT FOR CO N S T R U C T I O N REVIEW SE T These drawings are instruments of serviceprovided by Northern Engineering Services,Inc. and are not to be used for any type ofconstruction unless signed and sealed by aProfessional Engineer in the employ ofNorthern Engineering Services, Inc.DESIGNED BY: C. Pape REVIEWED BY: S. Thomas OF 14DRAINAGE EXHIBITC6.02BASINDESIGNATIONMINOR "C2"ABASINAREA (AC)MAJOR "C100"Rational Flow Summary | Developed Basin Flow RatesBASINTOTALAREA(acres)Tc2(min)Tc100(min)C2C100Q2(cfs)Q100(cfs)A10.465.05.00.770.961.014.40B10.315.05.00.811.020.713.12C10.165.05.00.901.130.411.78D10.078.88.80.250.310.040.17E10.055.05.00.851.060.130.58100-YEAR INUNDATION AREA14100-YEAR OVERTOP CONTOUR