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HomeMy WebLinkAboutSWEETWATER BREWING - BEER GARDEN - MJA210004 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSPROJECT SITE N LEMAY AVEE LINCOLN AVE BUCKINGHAM ST OCTOBER 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 GRADING SHEETS 06 C4.00 GRADING PLAN DRAINAGE SHEETS 07 C5.00 EROSION CONTROL PLAN 08 C6.00 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 10/20/2021 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 08 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 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 10/20/2021 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 08 GENERAL & CONSTRUCTION NOTES C0.01 02 A. GENERAL NOTES 1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity. 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 Local Entity Engineer. Use of these plans after the expiration date will require a new review and approval process by the Local Entity 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 Local Entity, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity 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 Local Entity, 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 sanitary sewer, storm sewer, and water line construction, as well as power and other “dry” utility installations, shall conform to the Local Entity standards and specifications current at the date of approval of the plans by the Local Entity 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 Engineer 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 Local Entity prior to beginning construction. 10.The Developer shall coordinate and cooperate with the Local Entity, 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 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 Local Entity 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 Local Entity, 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 Local Entity 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 Local Entity 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 Local Entity 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 Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity 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 Local Entity Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the Local Entity 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 Local Entity's 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 Local Entity 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 Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity 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 FloodPlain 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. (Local Entity, County or State), 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 Local Entity 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 Local Entity Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the Local Entity. 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 Local Entity 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 Local Entity's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity 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/flowline (insert proper word) 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 Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity 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 Local Entity Engineer and/or the Local Entity 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 Local Entity, 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 Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: Not applicable. 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 of Loveland. 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 of Loveland 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, (Loveland GMA & 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 of Loveland. 17.A Vehicle Tracking Control Pad shall be installed whenever it is necessary for construction equipment including but not limited to personal vehicles exiting existing roadways. No earthen materials, i.e., stone, dirt, etc., shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpile(s), staging area(s), construction material(s), concrete washout area(s) and/or building site(s). 18.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 Local Entity Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the Local Entity Engineer in Loveland. 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 Local Entity 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 Local Entity 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 Local Entity Inspector and prior to installation of asphalt. Gutters that hold more than ¼ 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 Local Entity Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The Local Entity 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 Local Entity 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 shall be latex 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 Local Entity 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.Latex paint 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 Local Entity 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 Local Entity Engineer reserves the right to require additional signage and/or striping if the Local Entity Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. 16.Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs, or call the City Traffic Division to have them removed. 17.No “Reset” anchors, posts, signs, and/or delineators will be accepted. 18.All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria D. Storm Drainage Notes 1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2.All recommendations of the 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. 4.See City of Fort Collins Stormwater Criteria Manual - Appendix F Construction Control Measures Standard Notes and Standard Erosion Control Notes. SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ELEC TELE VAULT F.O. CABLE VAULT F.O. ELEC M VAULT F.O. VAULT F.O. VAULT F.O. ELEC ELEC CONTROL IRR FDC CONTROL IRR ELEC ELEC BRKR ELEC BRKR E E E E E EEEEE E E E E E EEEEEEEEEEEG G G G G G G G G WWW WWW E E EEEEEEEEGGFOFOE E EEECTV CTV CTV GGGEEEEEEEEEFOEEEEEEGGGGGGGGGGG GGGGGGFOFOFOFOFOFO E 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 WWWWEEEE E E E E E E E SS SS SSSSSSSSSSSSSSEXISTING TREE TO BE PROTECTED 10 EXISTING BIKE RACKS TO BE PROTECTED 1481 SY OF EXISTING GRAVEL AREA TO BE REMOVED 836 SF OF EXISTING CONCRETE SIDEWALK 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 TO BE VACATED 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 PROTECTEDEXISTING 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 MAILBOX TO BE RELOCATED EXISTING TRASH ENCLOSURE TO BE REMAIN SAWCUT: 78 LF EXISTING CABLE BOX TO BE PROTECTED EXISTING HYDRANT TO BE PROTECTED EXISTING DRAINAGE AND UTILITY EASEMENT EXISTING 26' ACCESS, EMERGENCY ACCESS, UTILITY AND DRAINAGE EASEMENT. TO BE VACATED EXISTING 15' UTILITY AND DRAINAGE EASMENT TO BE VACATED EXISTING DRAINAGE EASEMENT EXISTING 15' UTILITY EAEMENT EXISTING UTILITY AND DRAINAGE EASEMENT TO BE VACATED 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 EXISTING 6" FIRE LINE 274 SY OF CONCRETE PAVEMENT TO BE REMOVED 48 LF SAWCUT 123 SF OF CONCRETE PAVEMENT AND 7 LF OF CURB TO BE REMOVED 48 LF SAWCUT 123 SF OF CONCRETE PAVEMENT AND 7 LF OF CURB TO BE REMOVED 65 LF SAWCUT 18 SY OF CONCRETE PAVEMENT 19 LF OF CURB AND GUTTER TO BE REMOVED 55 LF SAWCUT 48 LF SAWCUT 14 SY OF CONCRETE PAVEMENT AND 45 LF OF CURB TO BE REMOVED EXISTING UTILITY AND DRAINAGE EASEMENT TO BE VACATED 33 LF OF CURB TO BE REMOVED 29 LF OF CURB TO BE REMOVED EXISTING 6" FIRE LINE SERVICE TO BE ABANDONED AT MAIN SAWCUT: 77 LF EXISTING SIGN TO BE REMOVED EXISTING SIGN TO BE REMOVED 15 LF OF CURB TO BE REMOVED EXISTING 15' UTILITY EAEMENT TO BE VACATED 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 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 10/20/2021 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 08 EXISTING CONDITIONS/ DEMOLITION PLAN C1.00 EXISTING TREES (TO BE REMOVED) EXISTING LIGHTPOLE EXISTING EASEMENT TO BE VACATED 03 EXISTING ROOF DRAIN REMOVE EXISTING AGGREGATE SURFACING PROPOSED SAWCUT XX X X X XELEC TELE CABLE ELEC ELEC ELEC ELEC BRKR ELEC BRKR XXXXXXXXXXXR25' R20' R4.5' R5' R5' EXISTING 10' UTILITY EASEMENT EXISTING UTILITY AND DRAINAGE EASEMENT EXISTING 30' ACCESS, EMERGENCY ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING UTILITY AND DRAINAGE EAESMENT 17' TYP.24' TYP.17' TYP. 9' 9' 9'9' TYP. 6.5' 9' TYP. EAST LINCOLN AVENUE JMT RESOURCES LLC 1000 E LINCOLN AVE 225 LEMAY LLC 225 N LEMAY AVE EXISTING BREWERY BUILDING PROPOSED TANK FARM SEE SWEETWATER BREWING TANK FARM FOR DESIGN 24' ACCESS & EMERGENCY ACCESS EASEMENT PROPOSED BIORETENTION WITH WALLS. PROPOSED 2' SIDEWALK CHASE EXISTING TRASH ENCLOSURE 15' UTILITY & DRAINAGE EASEMENT EXISTING DRAINAGE AND UTILITY EASEMENT EXISTING BIKE RACKS PROTECT EXISTING PARKING LOT CURB REPLACE 7 LF OF EXISTING CURB REPLACE 7 LF OF EXISTING CURB REMOVE EXISTING CONCRETE TO EXISTING JOINTS 10' UTILITY EASEMENT PROTECT EXISTING CURB PROPOSED UTILITY AND DRAINAGE EASEMENT UTILITY EASEMENT R25' 17' TYP. R5' 5' 9'S 2 2 2 2 1 1 1 T P P P B B A C S P P D K K K K T PROPOSED TRASH ENCLOSURE ADA LANDING. SEE SHEET C4.00 FOR DESIGN 5' 30' ACCESS, EMERGENCY ACCESS, UTILITY & DRAINAGE EASEMENT 2 PROPOSED 2' CURB CUT PROPOSED 6.5' WALKE E E E E EXISTING 10' UTILITY EASEMENT 25' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT 17' UTILITY EASEMENT 30' UTILITY & DRAINAGE EASEMENT 30' UTILITY & DRAINAGE EASEMENT ACCESS, EMERGENCY ACCESS, & UTILITY EASEMENT CURVE TABLE CURVE C1 C2 C3 DELTA 94°19'20" 63°18'00" 21°33'19" RADIUS 25.00' 20.00' 51.23' LENGTH 41.16' 22.10' 19.27' BEARING N42°33'07"W S58°36'48"W S11°37'26"W CHORD 36.66' 20.99' 19.16' LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 LENGTH 59.63' 99.00' 12.50' 12.50' 99.00' 12.00' 15.32' 63.00' 13.58' 5.65' 5.22' 5.66' 73.44' 10.40' 117.00' 11.46' 8.65' 14.45' 17.72' 29.65' BEARING N89°42'46.78"W N00°17'13.22"E S89°42'46.78"E N89°42'46.78"W N00°17'13.22"E S89°42'46.78"E N00°18'39.42"E S89°41'20.58"E S00°18'39.42"W N89°41'20.58"W S00°00'00.00"E N89°56'39.82"E S89°44'11.79"E S89°42'46.78"E S00°17'13.22"W N89°42'46.78"W S89°54'44.63"E S00°22'44.42"W N00°11'14.33"E S00°21'00.84"E LINE TABLE LINE L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 LENGTH 18.59' 40.00' 7.05' 6.94' 16.95' 16.74' 16.90' 16.87' 125.12' 32.00' BEARING N90°00'00.00"E N89°58'05.72"E N01°11'07.60"E S00°02'10.85"W S89°55'19.33"E N89°34'51.28"W N89°28'06.96"W S89°38'54.08"E S00°17'13.22"W S89°36'28.68"E 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 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 10/20/2021 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 08 HORIZONTAL CONTROL & PAVING PLAN C2.00 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 KPROPOSED KEG BOLLARD PROPOSED SAWCUT E LANE FIRE NO PARKING R8-31 12"x18" THE BACKPORCH SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 E E E E E EEEEE E E E E E EEEEEEEEEEEG G G G G G G G G WWW WWW E E EEEEEEEEGGFOFOE E EEECTV CTV CTV GGGEEEEEEEEEFOEEEEEEGGGGGGGGGGG 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 CTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTVCTV EEE E E E E E E E E E E WWWWEEEE E E E E E E E SS SS SSSSSSSSSSSSSSXX 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 EAESMENTUD JMT RESOURCES LLC 1000 E LINCOLN AVE 225 LEMAY LLC 225 N LEMAY AVE EAST LINCOLN AVENUE EXISTING BREWERY BUILDING EXISTING WATER VALVES/FIRE HYDRANT TO BE PROTECTED EXISTING SANITARY MANHOLE TO BE PROTECTED EXISTING CLEANOUTS TO BE ADJUSTED TO FINAL GRADE EXISTING CLEANOUTS TO BE PROTECTED EXISTING SANITARY MANHOLE TO BE PROTECTED EXISTING WATER VALVE TO BE PROTECTED EXISTING CLEANOUTS, MANHOLES AND LIDS TO BE PROTECTED EXISTING WATER METER AND CURB STOP TO BE PROTECTED PROPOSED BIORETENTION UNDERDRAIN EXISTING CABLE BOX APPROXIMATE LOCATION OF RELOCATED ELECTRIC LINE. LOCATION TO BE CONFIRMED PRIOR TO CONSTRUCTION. EXISTING DRAINAGE AND UTILITY EASEMENT 15' UTILITY & DRAINAGE EASEMENT EXISTING DRAINAGE EASEMENT EXISTING 15' UTILITY EAEMENTPROPOSED LIGHT POLE LOCATIONS. SEE ELECTRICAL PLANS FOR DESIGN PROPOSED LIGHT POLE LOCATIONS. SEE ELECTRICAL PLANS FOR DESIGN PROPOSED 15" STORM DRAIN PROPOSED CONNECTION TO EXISTING STORM DRAIN INLET PROPOSED STORM INLET EXISTING FIRE DEPARTMENT CONNECTION EXISTING 8" PVC PUBLIC WATER MAIN EXISTING 6" PVC PRIVATE FIRE LINE SERVICE 24' ACCESS & EMERGENCY ACCESS EASEMENT PROPOSED UTILITY AND DRAINAGE EASEMENT UTILITY EASEMENT 30' ACCESS, EMERGENCY ACCESS, UTILITY & DRAINAGE EASEMENT EXISTING 8" PUBLIC SEWER MAIN TO BE CONVERTED TO PRIVATE SEWER SERVICE PROPOSED LIGHT POLE LOCATIONS. SEE ELECTRICAL PLANS FOR DESIGN PROPOSED SIDEWALKAPPROXIMATE LOCATION OF SANITARY SEWER MAIN 10' UTILITY EASEMENT 25' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT 30' UTILITY & DRAINAGE EASEMENT 30' UTILITY & DRAINAGE EASEMENT EXISTING 10' UTILITY EASEMENT 17' UTILITY EASEMENT ACCESS, EMERGENCY ACCESS, & UTILITY EASEMENT 15' UTILITY & DRAINAGE EASEMENT 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 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 10/20/2021 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 08 UTILITY PLAN C3.00 PROPOSED STORM SEWER 05 PROPOSED UNDERDRAIN UD PROPOSED CLEANOUT PROPOSED LIGHT POLE EXISTING SANITARY SEWER TO BECOME PRIVATE 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 E E E E E EEEEE E E E E E EEEEEEEEEEEG G G G G G G G G WWW WWW E E EEEEEEEEGGFOFOE E EEECTV CTV CTV GGEEEEEEEEEEGGGGGGGGGGGGGGGGGFOFOFOFOE 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 CTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTVCTV EEE E E E E E E E E E E WWWWEEEE E E E E E E E SS SS SSSSSSSSSSSSSSTHE BACKPORCH SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSXXXXXX0.7%0.5%2.0% 2.2%1.7%1.5%3.4%0.5%0.5%0.5%1.5% 4.0% 1. 0% 1. 0% EXISTING 10' UTILITY EASEMENT EXISTING UTILITY AND DRAINAGE EASEMENT EXISTING 30' ACCESS, EMERGENCY ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING UTILITY AND DRAINAGE EAESMENT0.7% 2.3% 2.0%1.5%2.6%2. 5% 4. 8 %2.8%(2.3%)UD (3.3%) (2.6%) 6.6% 1.2%7:17.0 % 6:1 6:1 8:1 2.1%2.2%2.2%5.9%5.4%0 . 8% PROTECT EXISTING CONCRETE PAD PROPOSED RAIN GARDEN TOP OF WATER: 4943.54 TOP OF MEDIA: 4942.71 BOTTOM OF MEDIA: 4940.21 EAST LINCOLN AVENUE JMT RESOURCES LLC 1000 E LINCOLN AVE 225 LEMAY LLC 225 N LEMAY AVE (0.9%) (0.9%) EXISTING BREWERY BUILDING FFE ELEVATION: 4945.26 CURB AND SIDEWALK INTERSECTION GRADES MUST MATCH SWEETWATER BREWING TANK FARM. CONTRACTOR SHALL COORDINATE/VERIFY WITH TANK FARM CONTRACTOR (1.7%) (2.6%) EXISTING DRAINAGE AND UTILITY EASEMENT EXISTING DRAINAGE EASEMENT 1.6% 1.5% 9:1 (3.9%) (3.3%) (2.3%) (2.0%)2.9%2.0% 2.0% 2.0% 2.3%1.5% 3.4% 4.4%3.1%1.1%1.1%44.5944.2944.1944.136" TC45.004 5 . 3 944.8944.8544.5744. 6 4 4 5 . 0 5 45.0545.334 3 . 6 1 43. 5 3 0" T C 44.00 43.69 43.54 2' SC 43.84 4 3 . 9 96" TC4 4 . 0 40" TC4 4 . 0 80" TC44.30(43.44)(42.72)GRATE(45.41)6" TC(44.17)45.43(43.51) 44.59 0" TC 44.13 6" TC 44.71 0" TC 44.08 6" TC 44.04TOW45.1044. 3 3 44.05TOW(45.94)44.2643. 5 7 6" T C (43.47) 43. 2 0 44.0443.546" TC(2.5%)(1.4%)1.7%(44.72) 6" TC (44.69) 6" TC (44.70) 0" TC (44.70) 0" TC 2.7%5.1%5.8%3.1%2.3% 7.5% 7.5% 44.63 44.98 1.6%45.0345.0344.9444.9945.40(1.7 % )(43.89)(42.89) (43 . 6 3 )43.546" TC0.2% PROPOSED RIDGELINE 3. 4 % 3. 3 %(43.99)(43.99) (43 . 8 1 ) (43 . 6 9 ) (44 . 1 0 ) (44 . 2 0 )(44.47)(44.56) (43 . 6 0 ) 6" T C(43.70) 6" TC (43.13) 12" T C (3.3%) (3.7%) 43.80 43. 0 6 GR A T E43.562' CC24' ACCESS & EMERGENCY ACCESS EASEMENT PROPOSED UTILITY AND DRAINAGE EASEMENT UTILITY EASEMENT 30' ACCESS, EMERGENCY ACCESS, UTILITY & DRAINAGE EASEMENT 10' UTILITY EASEMENT 25' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT 30' UTILITY & DRAINAGE EASEMENT 30' UTILITY & DRAINAGE EASEMENT EXISTING 10' UTILITY EASEMENT 17' UTILITY EASEMENT ACCESS, EMERGENCY ACCESS, & UTILITY EASEMENT 4.2% (44 . 4 5 ) (44 . 8 3 ) 15' UTILITY & DRAINAGE EASEMENT EXISTING 15' UTILITY EAEMENT 15' UTILITY & DRAINAGE EASEMENT 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 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 RIDGELINE ABBREVIATIONS: FL = FLOWLINE TC = TOP OF CURB CC = CURB CUT SC = SIDEWALK CHASE TOW = TOP OF WALL 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 10/20/2021 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 08 GRADING PLAN C4.00 06 THE BACKPORCHSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSELECTELEVAULTF.O.CABLEVAULTF.O.ELECVAULTF.O.VAULTF.O.VAULTF.O.ELECELECCONTROLIRRFDCCONTROLIRRELECELECBRKRELECBRKREEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGWWWWWWEEE E E E E E E EGG FOFOEEEEECTVCTVCTVGGE E E EEEEEEFO EEEEEEGGGGGGGGGGGG G G G G G FO FOFOFOFOFOEEEEFOFOFOFOFOFOFOFOFOFOEEEE E EEWWWWWWX X X X X X X X X X XST STSTSTSTSTSTSTSTSTSTSTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV E E EEEEEEEEEEEW W W WE EEEEEEEEEESSSSSSSSSSSSSSSSSSX XXXXXEAST LINCOLN AVENUEJMT RESOURCES LLC1000 E LINCOLN AVE225 LEMAY LLC225 N LEMAY AVEVTCCWAIPUDIP2.0%2.0%2.3%2.8%(1.2%)2.5%4.8%4.4%3.1%7.0%6:111:16:12.2%2.1%2.2%(1.5%)(3.9%)(1.0%)2.9%(3.3%)(3.3%)(3.1%)(2.6%)(3.3%)3.3%2.6%(0.5%)(4.0%)(1.7%)(1.0%)(3.5%)(1.9%)(3.6%)7.5%7:11.5%1.0%1.6%SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFEXISTING BREWERY BUILDING9.9%8:15:1RSRSEXISTING DRAINAGE AND UTILITY EASEMENTIPIPIPIPIP1.6%1.5%1.7%3.1%3.4%2.7%EXISTING 10'UTILITY EASEMENTEXISTING UTILITY ANDDRAINAGE EASEMENTEXISTING 30'ACCESS, EMERGENCY ACCESS,UTILITY AND DRAINAGE EASEMENTEXISTING UTILITY ANDDRAINAGE EAESMENTEXISTING DRAINAGEEASEMENT24' ACCESS & EMERGENCYACCESS EASEMENTPROPOSED UTILITY ANDDRAINAGE EASEMENTUTILITY EASEMENT30' ACCESS, EMERGENCY ACCESS,UTILITY & DRAINAGE EASEMENT10' UTILITYEASEMENT25' DRAINAGEEASEMENT30' DRAINAGEEASEMENT30' UTILITY &DRAINAGEEASEMENT30' UTILITY &DRAINAGEEASEMENTEXISTING 10'UTILITY EASEMENT17' UTILITYEASEMENTACCESS, EMERGENCYACCESS, & UTILITY EASEMENT15' UTILITY &DRAINAGE EASEMENTEXISTING 15'UTILITY EAEMENT15' UTILITY &DRAINAGE EASEMENTCALL 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 = 0.61 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:LIMITS OF DISTURBANCEEXISTING 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 10/20/2021BCD54321SWEETWATER 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 08EROSION CONTROL PLANC5.0007RSROCK SOCK SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTELECABLEVAULTF.O.ELECVAULTF.O.VAULTF.O.VAULTF.O.ELECELECCONTROLIRRFDCCONTROLIRRELECELECBRKRELECBRKREEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGWWWWWWEEE E E E E E E EGGFOFOEEEEE CTVCTVCTVGGE E E EEEEEEFO EEEEEEGGGGGGGGGGGG G G G G G FO FOFOFOFOFOFOW W W W W W W W W WEEEEFOFOFOFOFOFOFOFOEEEEEEWWWWWXXXXXXXXXXXSTSTSTSTSTSTSTSTSTSTSTSTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEEEEEEEEEEEWWWWEEEEEEEEEEESSSSSSSSSSSSSSSSSSEAST LINCOLN AVENUEX XXXXXUD225 LEMAY LLC225 N LEMAY AVEA1B1D1EX1EXISTING 10'UTILITY EASEMENTEXISTING UTILITY ANDDRAINAGE EASEMENTEXISTING 30'ACCESS, EMERGENCY ACCESS,UTILITY AND DRAINAGE EASEMENTEXISTING UTILITY ANDDRAINAGE EAESMENTPROPOSED 2' SIDEWALK CHASEEXISTING INLETEXISTING SWALEEXISTING DRAINAGE AND UTILITY EASEMENTPROPOSEDRAIN GARDENPROPOSED TANK FARMSEE SWEETWATER BREWING TANK FARMFOR DESIGN.EXISTING BREWERY BUILDINGFFE: 4945.26PROPOSED 100-YEAR OVERFLOW2' CURB CUT AT ELEVATION: 4943.54EXISTING DRAINAGEEASEMENT100-YEAR WSELINUNDATION AREAEXISTING INLETEXISTING INLETEXISTING INLETC1PROPOSED INLET24' ACCESS &EMERGENCYACCESS EASEMENTPROPOSED UTILITY ANDDRAINAGE EASEMENTUTILITY EASEMENT30' ACCESS, EMERGENCY ACCESS,UTILITY & DRAINAGE EASEMENT10' UTILITYEASEMENT25' DRAINAGEEASEMENT30' DRAINAGEEASEMENT30' UTILITY &DRAINAGEEASEMENT30' UTILITY &DRAINAGEEASEMENTEXISTING 10'UTILITY EASEMENT17' UTILITYEASEMENTACCESS, EMERGENCYACCESS, & UTILITY EASEMENTPROPOSEDSTORM DRAIN15' UTILITY &DRAINAGE EASEMENTEXISTING 15'UTILITY EAEMENT15' UTILITY &DRAINAGE EASEMENTCALL 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 10/20/2021BCD54321SWEETWATER 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 08DRAINAGE EXHIBITC6.00BASINDESIGNATIONMINOR "C2"ABASINAREA (AC)MAJOR "C100"Rational Flow Summary | Developed Basin Flow RatesBASINTOTALAREA(acres)Tc2(min)Tc100(min)C2C100Q2(cfs)Q100(cfs)A10.405.05.00.770.960.883.84B10.425.05.00.911.001.084.16C10.115.05.00.911.000.301.14D10.075.65.60.250.310.050.21100-YEAR INUNDATION AREA08100-YEAR OVERTOP CONTOURPROPOSED RIDGELINELID Summary | Impervious Area TreatedBASINTotal New/ModifiedImpervious NotTreated (sqft)Total New/ModifiedImpervious NotTreated (acres)Total New/ModifiedImperviousTreated (sqft)Total New/ModifiedImperviousTreated (acres)ImperviousTreated/Total NewImperviousLID1 (A1)0.000.0013139.660.300.30/0.38=79%LID2 (C1)3567.480.080.000.00