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HomeMy WebLinkAboutDocument Markups - Utility Plan - 05/13/2025MOUNTAIN AVE JEF F E R S O N S T E LIN C O L N A V E N C O L L E G E A V E ( U S 2 8 7 ) LIN D E N S T WILL O W S T Original Field Survery: EPS Group Inc. Project No. 24-0122 Date: June 2024 MAY 2025 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH BENCHMARK: #1 City of Fort Collins Benchmark 03-00 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 BENCHMARK: #2 City of Fort Collins Benchmark 05-00 On the top of curb at the signal pole base at the Northwest corner of Linden St. and Jefferson. St. Elevation=4978.05 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' Basis of Bearings The basis of bearings is the southwesterly line of Willow Street adjacent to Blocks 8 and 9, City of Fort Collins, as bearing south 40°38'20” east, with the most northerly corner of said Block 8, monumented as a #4 rebar with a 1" yellow plastic cap, LS 14823 and the most easterly corner of said block 9, monumented as a #4 rebar with 1" blue plastic cap, PLS 38470 and with all bearings contained herein relative thereto. PROJECT BENCHMARKS: THE LINDEN PROJECT TEAM: Spencer Long Realty Capital Residential 909 Lake Carolyn Parkway, Suite 150 Irving, TX 75039 (970) 213-8784 EPS Group, Inc. Blaine Mathisen 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 OWNER/APPLICANT SITE ENGINEER SHEET INDEX PORTIONS OF BLOCKS 8 AND 9 ALONG WITH VACATED CHESTNUT STREET, MAP OF TOWN OF FORT COLLINS LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO FIELD SURVEY BY: EPS Group, Inc. Tharen Helgerson, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR FINAL UTILITY PLANS FOR PROJECT LOCATION Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 Russell Lee Ripley Design, Inc. 236 Linden Street, Suite A Fort Collins, Colorado 80521 (970) 224-5828 PLANNER/ LANDSCAPE ARCHITECT 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-----------------------------Cory Thelen (970) 225-7843 ELECTRIC--------City of Fort Collins Light & Power--Rob Irish (970) 224-6167 CABLE-------------Comcast----------------------------------Marcus Petty (720) 275-0572 TELECOM--------Lumen-------------------------------------Brady Craddock (970) 342-3431 WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com 1 CO V E R S H E E T 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 City of Fort Collins, CO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER,APPROVED SHEETS DATE APPROVED: WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE APPROVED: STORMWATER UTILITY,APPROVED SHEETS DATE APPROVED: PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE APPROVED: TRAFFIC OPERATIONS,APPROVED SHEETS DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: 100' ROW 35' FL-EOP INTERIM WILLOW STREET (NORTHBOUND) 17' FL-FL 18' FL-EOP DI A G O N A L PA R K I N G 10 ' S I D E W A L K & 5' T R E E G R A T E / P L A N T E R TRAVEL LANES EXISTING ASPHALT PROPOSED ASPHALT EXISTING GROUND 1 COVER SHEET 2 GENERAL & CONSTRUCTION NOTES 3 EROSION CONTROL NOTES 4-5 EXISTING CONDITIONS & DEMOLITION PLAN 6-7 CIVIL SITE & PAVING PLAN GRADING SHEETS 8 OVERALL GRADING PLAN 9-12 GRADING PLAN UTILITY SHEETS 13-14 UTILITY PLAN 15 STORM DRAIN A PLAN & PROFILE 16 STORM DRAIN A4 PLAN & PROFILE 17 STORM DRAIN B PLAN & PROFILE 18 SUBGRADE PLAN DETAIL SHEETS 19 SANITARY SEWER DETAILS 20 WATER DETAILS 21-22 DRAINAGE DETAILS 23 STORMTECH DETAILS 24-25 SITE DETAILS DRAINAGE SHEETS 26 EROSION CONTROL PLAN 27 EROSION CONTROL DETAILS 28 DEVELOPED DRAINAGE EXHIBIT FUTURE GROUND FUTURE DESIGN BY OTHERS TYPICAL STREET SECTIONS: GENERAL NOTES 1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5.All sanitary sewer, storm sewer, and water line 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.Certification of grading and drainage facilities must be completed by a registered engineer and submitted to the Stormwater Utility Department at least two weeks prior to Stormwater Utility Department acceptance, or otherwise in accordance with 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 The Linden Final Drainage Report, dated May 21, 2025 by EPS Group, 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 the City of Fort Collins. 35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the the City of Fort Collins 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 CITY OF FORT COLLINS BENCHMARK 03-00 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 BENCHMARK: #2 CITY OF FORT COLLINS BENCHMARK 05-00 ON THE TOP OF CURB AT THE SIGNAL POLE BASE AT THE NORTHWEST CORNER OF LINDEN ST. AND JEFFERSON. ST. ELEVATION=4978.05 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' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTHWESTERLY LINE OF WILLOW STREET ADJACENT TO BLOCKS 8 AND 9, CITY OF FORT COLLINS, AS BEARING SOUTH 40°38'20” EAST, WITH THE MOST NORTHERLY CORNER OF SAID BLOCK 8, MONUMENTED AS A #4 REBAR WITH A 1" YELLOW PLASTIC CAP, LS 14823 AND THE MOST EASTERLY CORNER OF SAID BLOCK 9, MONUMENTED AS A #4 REBAR WITH 1" BLUE PLASTIC CAP, PLS 38470 AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. 41.All stationing is based on centerline of roadways unless otherwise noted. 42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48.Proposed Variances are listed as follows: 48.1.No utility easement adjacent to ROW along Linden and Willow Street. 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 fourteen (14) 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 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. 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 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). B. Street Improvement Notes 1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. 10.All public sidewalk, driveways, and ramps, existing or proposed, adjacent or within the site, need to meet ADA standards. If they currently do not, they will need to be reconstructed so that they do meet current ADA standards as a part of this project. 11.Any damaged curb, gutter and sidewalk existing prior to construction, as well as streets, sidewalks, curbs and gutters, destroyed, damaged or removed due to construction of this project, shall be replaced or restored to city of Fort Collins standards at the developer's expense prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy. 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, symbols, and signs their placement shall be approved by the City of Fort Collins Traffic Engineer. The developer shall place temporary tabs, tape or flags depicting alignment and location. Contact City of Fort COllins Traffic Operations at 970-221-6630 for field review. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. 16.Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs, or call the City Traffic Division to have them removed. 17.No “Reset” anchors, posts, signs, and/or delineators will be accepted. 18.All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria. D. Storm Drainage Notes 1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2.All recommendations of the The Linden Final Drainage Report, dated May 21, 2025 by EPS Group, Inc., shall be followed and implemented. 3.Certification of grading and drainage facilities must be completed by a registered engineer and submitted to the Stormwater Utility Department at least two weeks prior to Stormwater Utility Department acceptance, or otherwise in accordance with the Development Agreement. 4.See City of Fort Collins Stormwater Criteria Manual – Appendix F Construction Control Measures Standard Notes and Standard Erosion Control Notes. E. Utility Notes 1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 282 GE N E R A L & C O N S T R U C T I O N N O T E S Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 F. INFILL AND REDEVELOPMENT NOTE A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work. G. STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) General Erosion Control Requirements These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria Manual (FCSCM), and that any conflict is resolved by the more stringent requirement controlling. 1.The Property Owner, Owner’s Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what is needed on a project. 2.The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the Development Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to this project. 3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilization of the construction site. 4.The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can result in further enforcement actions. 5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for removal, relocation, or replacement in the course of construction. 6.At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activities associated with this project. 7.All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activities commencing. 8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current state and progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspections and site condition updates shall be made available upon request by the City. 9.All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but not limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations. 10.The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering, Clean Water Act, Army Corps of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits or copies shall be made available upon request by the City. 11.The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and self-inspections, etc. of the Control Measures involved in the construction activities. 12.The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for any explanations, interpretations, or supplementary data provided by others. 13.All Control Measures shall be installed in accordance with the Manual. 14.The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority. 15.As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual. 16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor. 17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any drainage way. 18.Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic. 19.Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures’ details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineering and hydrological practices Land disturbance, Stockpiles, and Storage of Soils 20.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved by the City. Disturbances beyond these limits will be restored to original condition. 21.Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities as much possible. 22.All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials from leaving the site. 23.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation, and/or other permanent erosion control is installed. 24.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented. 25.All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 26.All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall be thoroughly cleaned out. 27.All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through the use of Control Measures. 28.All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall have some form of effective sediment control as the, or as part of the, perimeter control. 29.All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through use of Control Measures. 30.No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporary erosion control shall be implemented with or until temporary seeding or permanent erosion control can be performed. 31.All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification. Vehicle Tracking 32.At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities). 33.In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system. 34.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in the street right of way (public or private). 35.If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion Control Inspector. Loading and Unloading Operations 36.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition that could impact water quality. Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals 37.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspection and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways. 38.Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. Vehicle and equipment maintenance and fueling 39.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close. Significant Dust or Particulate generating Process 40.The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment 41.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall be implemented. These Control Measures shall be frequently cleaned out. 42.The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumping wash water on to the dirt or other uncontrolled locations. Dedicated Asphalt and concrete batch plants 43.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site. Concrete Saw Cutting Materials 44.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall prevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper and legal disposal. Waste Materials Storage and Sanitary Facilities 45.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers. 46.Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways. Other Site Operations and Potential Spill Areas 47.Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no way threaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall be cleaned up immediately. 48.Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven to cause entrapment issues. Final stabilization and project completion 49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility. 50.All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures. 51.All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans and per City of Fort Collins standards within 14 working days of final grading. 52.Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code. 53.All seeding shall refer to landscaping plans or the Erosion Control Plans for species mixture and application rates and depths requirements. 54.All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification. 55.All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnot produce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent erosion control can be performed. 56.The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%) vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction Control Measures. 57.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All measures shall be removed within 30 days after final stabilization is achieved. 58.The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has been reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties. 3 ER O S I O N C O N T R O L N O T E S D S ELEC D WCST S S ELEC TH TH P TH TH TH PTH T GAS G E E D D R R R R CABLE VAULT F.O.VAULTCABLEVAULT CABLEVAULT ELEC ELEC C HYDTES T STA WV WV WV WV F.O.VAULT ELEC F.O. ELEC ELEC ELEC E W W W W W W W W W W W W W W W W W W W E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST SS X X X X X X X X X X X X X X X X G G G G G G G G G G G G COMM COMM COMM COMM COMM COMM COMM COMM COMM X X X X X X X X X X X X X X E E E E E E E E E COMM W W G X X X X G G G G W W W W W W W W W E E E E E E E E E E E CO M M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM CO M M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM XXXXXXXXX X W COMM CO M M CO M M CO M M CO M M CO M M CO M M PIEZOMETER 6 2 4 5 7 8 8 8 8 8 10 11 9 7 5 4 12 13 1 6 6 6 6 4 5 13 2 1 2 5 5 2 3 3 1 6 7 9 9 9 9 10 10 10 10 10 10 PIEZOMETER 15 7 11 11 13 14 14 SAN MH RIM=4971.81 INV IN=4958.04 (NE) 8" PVC INV IN=4956.66 (SW) 8" PVC INV IN=4956.72 (NW) 24" PVC INV OUT=4956.66 (SE) SAN MH RIM=4971.68 INV IN=4956.63 (NW) INV OUT=4956.49 (SE) SAN MH RIM=4968.67 INV IN=4955.47 (NW) INV OUT=4955.34 (SE) STORM MH RIM=4971.78 INV IN=4963.48 (SW) INV IN=4962.78 (NW) 48" RCP INV OUT=4962.73 (NE) 48" RCP STORM MH RIM=4972.03 INV IN=4967.53 (SE) INV IN=4964.53 (NW) INV OUT=4964.43 (NE) STORM INLETS GRATE=4971.16 INV OUT=4967.95 (NW) STORM MH RIM=4969.06 INV IN=4961.36 (NW) INV IN=4959.39 (SW) INV OUT=4959.33 (NE) STORM INLET GRATE=4967.19 INV IN=4962.87 (NW) INV OUT=4962.30 (SE) STORM MH RIM=4971.74 INV OUT=4960.891 152 GODINEZ DOROTHY 400 LINDEN STREET FORT COLLINS, CO RIDLEY USA INC 416 LINDEN STREET FORT COLLINS, CO BROBRI PROPERTIES OF COLORADO LLC 401 LINDEN STREET FORT COLLINS, CO LI N D E N S T R E E T LI N D E N S T R E E T WILLOW STREET WILLOW STREET MAWSON LLC 350 LINDEN STREET FORT COLLINS, CO 359 LLC 359 LINDEN STREET FORT COLLINS, CO EX. 10' MOUNTAIN STATES TELEPHONE & TELEGRAPH CO EASEMENT RECEPTION NO. 90027035 TO BE VACATED BY SEPARATE DOCUMENT EX. 15' RAILROAD EASEMENT DEED (BOOK 2074 PAGE 240) RELEASE & QUIT CLAIM (RECEPTION NO. 20130032691 AND RECEPTION NO. 2013003280) TO BE VACATED EX. 26' RAILROAD EASEMENT DEED (BOOK 2074 PAGE 240) RELEASE & QUIT CLAIM (RECEPTION NO. 20130032691 AND RECEPTION NO. 2013003280) TO BE VACATED SAWCUT SAWCUT CONTRACTOR TO COORDINATE GAS LINE ABANDONMENT WITH XCEL ENERGY 12 38' 12 EXISTING 12" PVC WATER TO REMAIN EXISTING 8" PVC SANITARY TO REMAIN EXISTING 24" PVC SANITARY @ 0.29% TO REMAIN EXISTING 8" PVC WATER TO REMAIN EXISTING 24"X26" ARCHED CLAY PIPE TO REMAIN CONNECTION TO EXISTING 24"X26" ARCHED CLAY PIPE EXISTING 24"X26" ARCHED CLAY PIPE TO BE ABANDONED AND PLUGGED AT MANHOLE CONTRACTOR TO COORDINATE COMM LINE REMOVAL WITH LUMEN EXISTING ±1407 SQYD ASPHALT TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING BUILDING TO BE REMOVED CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 KEYMAP EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL 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. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. EXISTING OVERHEAD UTILITY OHE Original Field Survey: Northern Engineering Project No. 24-0122 Date: June 2024 F.O.VAULT F.O. E EXISTING FIBER OPTIC VAULT EXISTING FIBER OPTIC MANHOLE EXISTING MAILBOX EXISTING ELECTRIC METER M ELEC BRKR W ACEXISTING AIR CONDITIONER EXISTING ELECTRIC BREAKER EXISTING WATER VALVE WV EXISTING PAVEMENT (TO BE REMOVED) EXISTING PAVEMENT (TO BE MILLED AND OVERLAYED) CONSTRUCTION NOTES (TO REMAIN):CONSTRUCTION NOTES (TO BE REMOVED): 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 EXISTING FENCE (TO REMAIN) EXISTING COMMUNICATION LINE (TO REMAIN) EXISTING ELECTRICAL LINE (TO REMAIN) EXISTING WATER LINE (TO REMAIN) EXISTING TREES (TO REMAIN) EXISTING GAS LINE (TO REMAIN) EXISTING STORM DRAIN (TO REMAIN) EXISTING RAILROAD (TO REMAIN) EXISTING STRIPING (TO REMAIN) EXISTING TEST HOLES EXISTING CURB AND GUTTER (TO REMAIN) EXISTING SIGNS (TO REMAIN) EXISTING INLETS (TO REMAIN) EXISTING BUILDING (TO REMAIN) EXISTING LIGHT POLES (TO REMAIN) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES)AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 1.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 2.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 3.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 4.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 5.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 6.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 7.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 8.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY 5-7 DAYS BEFORE TREE REMOVAL OR TRIMMING TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 9.LOW PRESSURE HYDRO EXCAVATION, AIR SPADING OR HAND DIGGING ARE ADDITIONAL TOOLS AND PRACTICES THAT WILL HELP REDUCE IMPACT TO THE TREE(S) ROOT SYSTEM WHEN EXCAVATING AT DEPTHS OF 24 INCHES OR LESS. PLEASE REFER TO THE CRITICAL ROOT ZONE (CRZ) DIAGRAM FOR ROOT PROTECTION GUIDELINES. MA T C H L I N E - S E E S H E E T 5 4 5 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 284 AN D D E M O L I T I O N P L A N EX I S T I N G C O N D I T I O N S MA T C H L I N E - S E E S H E E T 5 EXISTING STRIPING (TO BE REMOVED) EXISTING TREES (TO BE REMOVED) EXISTING BUILDING (TO BE REMOVED) EXISTING CONCRETE (TO BE REMOVED) EXISTING POSTS (TO BE REMOVED) EXISTING LIGHT POLES (TO BE REMOVED) EXISTING FENCE (TO BE REMOVED) EXISTING SIGNS (TO BE REMOVED) EXISTING CURB AND GUTTER (TO BE REMOVED) EXISTING ASPHALT (TO BE REMOVED) EXISTING PEDESTRIAN RAMP (TO BE REMOVED) EXISTING CURB (TO BE REMOVED) EXISTING GAS LINE (TO BE REMOVED - COORDINATE WITH XCEL ENGERGY) EXISTING GRAVEL (TO BE REMOVED) EXISTING ELECTRIC (TO BE REMOVED - COORDINATE WITH FC LIGHT & POWER DEPT.) EXISTING WATER (TO BE REMOVED - COORDINATE WITH FC WATER DEPT.) 15 16 ELEC ELEC ELEC T T S G E E MM T T ELEC ELEC BRKRE B M G HYDTEST STAWV CSWCS ELEC D GA S D D C.O. F.O.VAULT AC AC AC D D B M F.O. VAULT GAS WV WV CABLE VAULT D D S W W WWWW SS W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST X X X X X X XCOMM W W W W W W W W W W W W W COMM COMM COMM COMM COMM CO M M CO M M E E G G X X X X X X X X X X X X XXX COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E EEEE E E E COMM COMM COMM COMM COMM COMM CO M M COMM COMM COMM COMM COMM CO M M CO M M W W W W W W W W W G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS D T 2 5 45 14 8 4 12 4 7 5 6 1 7 8 9 12 5 5 9 2 2 3 4 4 6 8 7 1111 12 12 13 13 14 STORM MH RIM=4969.06 INV IN=4961.36 (NW) INV IN=4959.39 (SW) INV OUT=4959.33 (NE) STORM INLET GRATE=4969.79 INV OUT=4967.03 STORM MH RIM=4968.23 INV IN=4960.60 (NE) INV OUT=4960.56 (SE) STORM INLET GRATE=4967.19 INV IN=4962.87 (NW) INV OUT=4962.30 (SE) STORM MH RIM=4967.58 INV IN=4959.79 (NE) INV OUT=4959.25 (SE) STORM MH RIM=4971.74 INV OUT=4960.891 SAN MH RIM=4967.87 INV IN=4953.81 (NW) INV OUT=4953.75 (SE) INV IN=4955.86 (SW) STORM MH RIM=4966.78 DEPTH=4958.73 15 9 7 MAWSON LLC 115 LINCOLN AVENUE FORT COLLINS, CO RIDLEY USA INC 546 WILLOW STREET FORT COLLINS, CO CITY OF FORT COLLINS LI N C O L N A V E N U E WILLOW STREET 12 EX. 15' RAILROAD EASEMENT DEED (BOOK 2074 PAGE 240) RELEASE & QUIT CLAIM (RECEPTION NO. 20130032691 AND RECEPTION NO. 2013003280) TO BE VACATED SAWCUT 11 9 15 15 16 EXISTING WATER SERVICE TO BE ABANDONED AND PLUGGED AT MAIN EXISTING 24"X26" ARCHED CLAY PIPE TO REMAIN CONNECTION TO EXISTING 24"X26" ARCHED CLAY PIPE EXISTING 24"X26" ARCHED CLAY PIPE TO BE ABANDONED AND PLUGGED AT MANHOLE EXISTING GATE TO BE REMOVED EXISTING 24" PVC SANITARY @ 0.41% TO REMAIN EXISTING 8" PVC WATER TO REMAIN EXISTING 42" RCP STORM @ 0.27% TO REMAIN EXISTING BUILDING TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING BUILDING TO BE REMOVED 16 EXISTING WATER VALVE TO BE REMOVED SAWCUT EXISTING BUILDING 11 5 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 KEYMAP EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL 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. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. EXISTING OVERHEAD UTILITY OHE Original Field Survey: Northern Engineering Project No. 24-0122 Date: June 2024 F.O.VAULT F.O. E EXISTING FIBER OPTIC VAULT EXISTING FIBER OPTIC MANHOLE EXISTING MAILBOX EXISTING ELECTRIC METER M ELEC BRKR W ACEXISTING AIR CONDITIONER EXISTING ELECTRIC BREAKER EXISTING WATER VALVE WV EXISTING PAVEMENT (TO BE REMOVED) EXISTING PAVEMENT (TO BE MILLED AND OVERLAYED) EXISTING STRIPING (TO BE REMOVED) EXISTING TREES (TO BE REMOVED) EXISTING BUILDING (TO BE REMOVED) EXISTING CONCRETE (TO BE REMOVED) EXISTING POSTS (TO BE REMOVED) EXISTING LIGHT POLES (TO BE REMOVED) EXISTING FENCE (TO BE REMOVED) EXISTING SIGNS (TO BE REMOVED) EXISTING CURB AND GUTTER (TO BE REMOVED) EXISTING ASPHALT (TO BE REMOVED) EXISTING PEDESTRIAN RAMP (TO BE REMOVED) EXISTING CURB (TO BE REMOVED) EXISTING GAS LINE (TO BE REMOVED - COORDINATE WITH XCEL ENGERGY) EXISTING GRAVEL (TO BE REMOVED) EXISTING ELECTRIC (TO BE REMOVED - COORDINATE WITH FC LIGHT & POWER DEPT.) EXISTING WATER (TO BE REMOVED - COORDINATE WITH FC WATER DEPT.) 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 EXISTING FENCE (TO REMAIN) EXISTING COMMUNICATION LINE (TO REMAIN) EXISTING ELECTRICAL LINE (TO REMAIN) EXISTING WATER LINE (TO REMAIN) EXISTING TREES (TO REMAIN) EXISTING GAS LINE (TO REMAIN) EXISTING STORM DRAIN (TO REMAIN) EXISTING RAILROAD (TO REMAIN) EXISTING STRIPING (TO REMAIN) EXISTING TEST HOLES EXISTING CURB AND GUTTER (TO REMAIN) EXISTING SIGNS (TO REMAIN) EXISTING INLETS (TO REMAIN) EXISTING BUILDING (TO REMAIN) EXISTING LIGHT POLES (TO REMAIN) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES)AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 1.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 2.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 3.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 4.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 5.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 6.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 7.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 8.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY 5-7 DAYS BEFORE TREE REMOVAL OR TRIMMING TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 9.LOW PRESSURE HYDRO EXCAVATION, AIR SPADING OR HAND DIGGING ARE ADDITIONAL TOOLS AND PRACTICES THAT WILL HELP REDUCE IMPACT TO THE TREE(S) ROOT SYSTEM WHEN EXCAVATING AT DEPTHS OF 24 INCHES OR LESS. PLEASE REFER TO THE CRITICAL ROOT ZONE (CRZ) DIAGRAM FOR ROOT PROTECTION GUIDELINES. MA T C H L I N E - S E E S H E E T 4 4 5 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 285 AN D D E M O L I T I O N P L A N EX I S T I N G C O N D I T I O N S MA T C H L I N E - S E E S H E E T 4 CONSTRUCTION NOTES (TO REMAIN):CONSTRUCTION NOTES (TO BE REMOVED): 15 16 D S ELEC D WCST S S D R R R R CABL E VAUL T F.O.VAULTCABLEVAULT CABLEVAULT ELEC F.O.VAULT ELEC F.O . ELEC ELEC ELEC E X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXX X X X X X EXISTING LANDSCAPE PLANTER (TYP.) TYPE 3 DRIVEWAY (LCUASS) EXISTING EDGE OF ASPHALT BUILDING 1 BUILDING 2 GODINEZ DOROTHY 400 LINDEN STREET FORT COLLINS, CO RIDLEY USA INC 416 LINDEN STREET FORT COLLINS, CO LI N D E N S T R E E T WILLOW STREET MAWSON LLC 350 LINDEN STREET FORT COLLINS, CO R25'R25' 9' TYP. 17' TYP. 8' TYP. 15' TYP. 9' TYP. 17' TYP. 9' TYP. 17' TYP. 8' TYP. 15' TYP. R3' TYP. R3' TYP. R3' TYP. 5' 8' 8' 5' 8' R3' TYP. 9' TYP. 17' TYP. 24' DRIVE AISLE 26' DRIVE AISLE 26' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 6' SIDEWALK 9' SIDEWALK 6' SIDEWALK 5' S I D E W A L K 6' SIDEWALK 6' S I D E W A L K 6' S I D E W A L K 17' UTILITY EASEMENT 26' DRIVE AISLE R3' 8' 30' DRAINAGE EASEMENT TRASH ENCLOSURE SEE LANDSCAPE PLANS P2 44 LF OF 30" VERTICAL CURB AND GUTTER 10' SIDEWALK/5' TREE GRATE & PLANTERS SEE LANDSCAPE PLANS. REFER TO SITE PLAN FOR PAVING IN AMENITY AREA EXISTING WATER METER TO BE ADJUSTED TO FINAL GARDE TREE GRATE (TYP.) SEE LANDSCAPE PLANS TREE GRATE (TYP.) SEE LANDSCAPE PLANS LANDSCAPE PLANTER (TYP.) SEE LANDSCAPE PLANS LANDSCAPE PLANTER (TYP.) SEE LANDSCAPE PLANS LANDSCAPE PLANTER (TYP.) SEE LANDSCAPE PLANS 1 - 4" RISER AT 12" 1 - 5.5" RISER AT 12" 2 - 5" RISERS AT 12" 2 - 6" RISERS AT 12" 3 - 6" RISERS AT 12" 3 - 6" RISERS AT 12" 4 - 6.5" RISERS AT 12" 4 - 5" RISERS AT 12" 5 - 7" RISERS AT 12" 5 - 7" RISERS AT 12" LANDSCAPE PLANTER (TYP.) SEE LANDSCAPE PLANS HANDRAIL (TYP.) SEE LANDSCAPE PLANS HANDRAIL (TYP.) SEE LANDSCAPE PLANS HANDRAIL (TYP.) SEE LANDSCAPE PLANS SIX (6) 4" SOLID WHITE PARKING STRIPES 10' TYP. 12' TYP. 1 - 6" RISER AT 12" 26' DRIVE AISLE 26' EMERGENCY ACCESS EASEMENT P4 P4 P4 P4 R20' R3' TYP. R3' TYP. 10' SIDEWALK/5' TREE GRATE & PLANTERS SEE LANDSCAPE PLANS. SEE SITE PLAN FOR ADDITIONAL PAVING DETAIL AND COLORED CONCRETE 2' CURB CUT 3' S I D E W A L K EXISTING BUILDING EXISTING BUILDING R25' R25' S 1 1 1 1 1 1 1 1 1 1 1 1 1 11S1 S1 S2 S3 S3 S3 S3 2 2 2 2 2 2 3 3 4 4 D D S1 S1 S1 S1 S1 S1 KEYMAP 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 80 6 7 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 MA T C H L I N E - S E E S H E E T 7 MA T C H L I N E - S E E S H E E T 7 6 CI V I L S I T E & P A V I N G P L A N EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO THE CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 5.SIDEWALK WIDTHS ARE MEASURED FROM FLOWLINE. 6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. EXISTING CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT STANDARD DUTY CONCRETE PAVING PROPOSED VERTICAL CURB & GUTTER LEGEND: HEAVY DUTY CONCRETE PAVING S D 118" VERTICAL OUTFLOW CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP X' CONCRETE PAN PX PRIVATE CONCRETE FLATWORK VERTICAL CURB AND GUTTER BY OTHERS EXISTING ROW SAWCUT PUBLIC CONCRETE FLATWORK PRIVATE CONCRETE PAVERS PUBLIC CONCRETE PAVERS S2 P0TS VAN- ACCESSIBLE RESERVED PARKINGRESERVED PARKING S3 S4 S1 SIGN LEGEND: 230" VERTICAL INFLOW CURB & GUTTER 330" VERTICAL OUTFLOW CURB & GUTTER PUBLIC ASPHALT PAVING 418" FLUSH CURB & GUTTER ELEC ELEC T S MM T T ELEC ELEC BRKR E G HYDTEST STAWV CSWCS ELE C D GA S D D C.O. F.O.VAULT AC AC AC D GAS WV WV D D S X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X T EXISTING BUILDING MAWSON LLC 115 LINCOLN AVENUE FORT COLLINS, CO RIDLEY USA INC 546 WILLOW STREET FORT COLLINS, CO LI N C O L N A V E N U E R3' 26' EMERGENCY ACCESS EASEMENT 26' DRIVE AISLE 9' TYP. 17' TYP. 9' TYP. 17' TYP.5'5' 8' 8'8' 11' 5' 24' EMERGENCY ACCESS EASEMENT 24' DRIVE AISLE 20' DRIVE AISLE 10' UTILITY EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT 30' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC NO. _______________ 8' TYP. 15' TYP. 17' TYP. 9' TYP. 24' DRIVE AISLE 6' SIDEWALK 8' S I D E W A L K 6' S I D E W A L K 5' SIDEWALK 9' TYP. 17' TYP. 30' DRAINAGE EASEMENT 35' DRAINAGE EASEMENT 20' EMERGENCY ACCESS EASEMENT BIKE PARKING SEE LANDSCAPE PLANS BIKE PARKING SEE LANDSCAPE PLANS 16' UTILITY EASEMENT TRASH ENCLOSURE SEE LANDSCAPE PLANS WILLOW STREET TIE INTO EXISTING SIDEWALK TREE GRATE (TYP.) SEE LANDSCAPE PLANS 5 - 7" RISERS AT 12" 5 - 7" RISERS AT 12" UTILITY EASEMENT BY SEPARATE DOCUMENT REC NO. ____________ EX. 10' US WEST COMMUNICATIONS EASEMENT (RECEPTION NO. 94036924) LANDSCAPE PLANTER (TYP.) SEE LANDSCAPE PLANS 10' SIDEWALK/5' TREE GRATE & PLANTERS SEE LANDSCAPE PLANS. SEE SITE PLAN FOR ADDITIONAL PAVING DETAIL AND COLORED CONCRETE 3' S I D E W A L K EMERGENCY ACCESS GATE WITH KNOX BOX EMERGENCY ACCESS GATE WITH KNOX BOX TYPE 1 DRIVEWAY (LCUASS) EXISTING BUILDING S S D D 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 S2 S3 S4 S1 S1 S1 S1 S3S3 3 3 4 4 S1 S1 S1 S1 S1 16' KEYMAP EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO THE CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 5.SIDEWALK WIDTHS ARE MEASURED FROM FLOWLINE. 6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. EXISTING CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT STANDARD DUTY CONCRETE PAVING PROPOSED VERTICAL CURB & GUTTER LEGEND: HEAVY DUTY CONCRETE PAVING S D 118" VERTICAL OUTFLOW CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP X' CONCRETE PAN PX PRIVATE CONCRETE FLATWORK VERTICAL CURB AND GUTTER BY OTHERS EXISTING ROW SAWCUT PUBLIC CONCRETE FLATWORK PRIVATE CONCRETE PAVERS PUBLIC CONCRETE PAVERS S2 P0TS VAN- ACCESSIBLE RESERVED PARKINGRESERVED PARKING S3 S4 S1 SIGN LEGEND: 230" VERTICAL INFLOW CURB & GUTTER 330" VERTICAL OUTFLOW CURB & GUTTER PUBLIC ASPHALT PAVING 418" FLUSH CURB & GUTTER 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 80 6 7 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 287 CI V I L S I T E & P A V I N G P L A N MA T C H L I N E - S E E S H E E T 6 MA T C H L I N E - S E E S H E E T 6 D S ELEC D W CS T S S ELEC ELEC T S MM TT ELEC ELECBRK R E G HYDTESTSTAWVCS WCS ELEC D GAS D D C.O. F.O.VAULT AC ACAC D D R R R R GASWV WV CABLEVAULT F.O.VAULT CABLEVAULT CABLEVAULT ELEC C HYDTESTSTA WV WV WV WV F.O.VAULT ELEC F.O. ELEC ELEC ELEC E D D S W W W W SS W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST SS X X X X X X X X X X X X X X X COM M COM M COM M COM M CO M M COM M E E G G X X X X X E E E E E E W G X X X X G G G W W W W W W E E E E E E E E COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M E E E E E E CO M M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M CO M M COM M CO M M COMM COM M W W W W W W G G G G G G G G G G G G G G G E E E E E E E E E E E X X X X X X X X W COM M COM M COM M COM M COM M ST ST ST ST SS SS SS SS SS SS SS SS D T TF UD TF STORM DRAIN A4 SEE SHEET 16 STORMTECH 1 SEE SHEET 18 BUILDING 1 GODINEZ DOROTHY 400 LINDEN STREET FORT COLLINS, CO RIDLEY USA INC 416 LINDEN STREET FORT COLLINS, CO LIN D E N S T R E E T WILL O W S T R E E T MAWSON LLC 350 LINDEN STREET FORT COLLINS, CO 359 LLC 359 LINDEN STREET FORT COLLINS, CO MAWSON LLC 115 LINCOLN AVENUE FORT COLLINS, CO RIDLEY USA INC 546 WILLOW STREET FORT COLLINS, CO CITY OF FORT COLLINS LIN C O L N A V E N U E WILL O W S T R E E T BUILDING 2 STORM DRAIN A SEE SHEET 15 PO U D R E R I V E R AREA INLET AREA INLET AREA INLET AREA INLET ROOF DRAIN CONNECTION (TYP.) ROOF DRAIN CONNECTION (TYP.) CURB INLET CONNECT TO EXISTING MANHOLE CONNECT TO EXISTING 42" STORM DRAIN 100' ROW 100' ROW CONNECT TO EXISTING 24"X36" STORM DRAIN EXISTING 24"X36" STORM DRAIN ABANDON EXISTING STORM DRAIN AND PLUG AT MANHOLE 140' ROW 100' ROW EXISTING 42" STORM DRAIN EXISTING 24" STORM DRAIN EXISTING CURB INLET STORM DRAIN B SEE SHEET 17 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. Feet04040 40 80 120 KEYMAP PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.SIDEWALK WIDTHS ARE MEASURED FROM FLOWLINE. NOTES: PROPOSED STORM INLET 2.0% (47.45) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 288 OV E R A L L G R A D I N G P L A N D ELEC D WCS T S F.O. VAULT CABLEVAULT W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST X X X X X X X X X X X X X X X X X X X X X X E E E E E E E E E E E E E E E E E E E E E E E E E E E E E COMM COMMCOMM W W W W W W W G G G G E E E E E E E E E E E E E E E E E E E E E COMM CO M M CO M M CO M M CO M M CO M M CO M M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM CO M M CO M M CO M M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M TF WILLOW STREET (PUBLIC ROW VARIES) LI N D E N S T R E E T (1 0 0 ' P U B L I C R O W ) EXISTING STORM DRAIN FFE=72.78 72.7 8 72.7 8 72.5 8 72.4 3 72.1 9 71.9 9 71.6 2 72.3 9 72.3 8 72.7 872.2 7 72.5 6 72.7 7 72.2 2 72.7 8 72.0 6 72.7 8 72.7 8 72.7 8 72.7 8 71. 9 1 71.9 2 72.6 4 71.6 5 71.62 71.76 72.1 7 72.1 7 72.1 7 71.8 7 71.86 71.7 4 71. 7 3 72.1 9 71.89 71.69 71.74 71. 7 9 72. 0 5 1. 7 % 2.1 % 2.1 % 2.0 % 2.1 % 2.1 % 2.1 % 2.1 % 1.8 % 2.2 % 2.4 % 1.9 % 1.7 % 2.4 % 2.4 % 1.7 % 2. 4 % 2. 8 % 4. 4 % 3.0 % 11 . 9 % 71.9 1 72.2 8 71.9 1 0.5% 71.4 7 71.2 6 71.6 30.5% 0.5% 2.1% 2.4% 1. 3 % 24' DRIVE AISLE 24' EMERGENCY ACCESS EASEMENT 17' UTILITY EASEMENT 2.0 % 2.0 % 2.1 % 2.1 % 2.2 % 1. 1 % 2. 0 % 2.0 % 0.7% 1.9% 2.0% 72. 1 7 72. 1 7 72.1 7 72. 1 7 72.3 4 72.3 4 72.7 7 7.7% 6.7%2. 0 % 2. 0 % BUILDING 1 9' SIDEWALK 6' SIDEWALK 5' S I D E W A L K 10' SIDEWALK & 5' TREE GRATES/PLANTERS (SEE LANDSCAPE PLANS) 71.02 70.66 70.5970.61 70.72 70.91 71.90 71.5 3 71.44 71.49 2.0 % 2. 0 % 2. 0 % 2.0 % 2. 0 % TWO (2) 6" RISERSTWO (2) 5" RISERSONE (1) 5.5" RISERONE (1) 4" RISER ONE (1) 6" RISER 71.36 71.84 71.28 71.76 71.66 71.20 71.12 71.59 71.47 71.00 70.90 71.38 71.29 70.81 70.68 71.15 71.06 0.4% 0.4% 0.4% 0.4% 0.6% 0.5% 0.5% 0.7%0.6% 0.8% 0.9% 70. 2 1 70. 4 0 70.8 7 70.6 9 71.4 2 (71. 4 3 ) 2.1 % 1.7% 2.5% 72.47 72.67 72.67 72.6 7 4.9% 4.8% 2.5% 1.8% 72.2872.27 72.23 72. 7 8 (71.61 ) (71.8 9 ) TIE INTO EXISTING CURB & GUTTER TIE INTO EXISTING CURB & GUTTER 1.8% 2.6% 1.9% 2.0% 2.0% 1.7% 72.5 2 (72 . 8 8 ) 1.3% 1.7% (72. 9 9 ) 72.9 9 72.9 9 2.5% 0.6% 72.11 72.03 2.0% 2.5% 72.08 72.2 3 72.2 1 72.2 9 72.4 4 72.7 3 72.7 3 2.0% 7. 8 % 1.1 % 72.7 8 72.4 1 72.7 8 72.7 8 72.0 0 72.7 8 71.7 4 72.3 1 2' CURB CUT TRASH ENCLOSURE 3' S I D E W A L K 72. 0 9 72. 1 1 72. 0 2 11.6% 2.1 % 2.1 % 2.0 % 1. 6 % 0.1% 1.9 % 1.7 % 1. 6 % 72.23 72.34 72.54 72.39 0.5 % CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH KEYMAP PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.SIDEWALK WIDTHS ARE MEASURED FROM FLOWLINE. NOTES: PROPOSED STORM INLET 2.0% (47.45) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK 9 GR A D I N G P L A N Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 MA T C H L I N E - S E E S H E E T 14 9 10 11 12 ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 S CAB L E VAU L T W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST X X X X X X X X X X X X X X X X X X X X X X X X X X COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM FFE=72.78 FFE=71.20 71.3 3 71.0 6 70.8 6 72.7 8 72.7 8 72.7 8 70.6 5 71.2 1 70.9 7 70.2 0 71.2 0 70.6 5 70.96 70.2 0 69.4 0 68.4 8 71.2 0 71.2 0 71.1 1 70.8 7 70.7 4 70.54 70.5 4 70.2 3 70.30 70.5 9 70.5 9 70.3 3 70.2 9 71.69 71.74 72. 0 5 71.20 70.94 70.80 70.7 7 70.78 71.04 70.58 70.32 70.26 70.27 70.37 70.63 2.1 % 2.1 %2.5 % 2.5%2.5%2.6%2.1 % 2.1 % 2.1 % 2.1 % 2.1 % 2.1 % 2.1 % 2.1 % 2.4% 2.5% 2.1 % 2.1 % 2.4 % 2.1 % 4.3 % 4.3 % 2.3% 2.3% 1.3% 2.6 % 2.3 % 1.9 % 2. 0 % 2.3 % 1.6 % 5.1% 1. 8 % 2.2 % 2.4 % 11 . 9 % 2.1 % 4.6 % 5.2 % 7:1 5:1 5:1 4: 1 4:1 71.99 72.21 70.67 70.42 72.1 8 70.53 70.50 71.06 70.76 70.20 2.1% 2.1% 1. 2 % 1.2 % 2.1% 2.1% 71.35 71.56 70.66 1.5% 70.03 1.6% 0.5% 69.78 0.5% 0.5% 1. 3 % 2. 0 % 1.9 % 15' TYP. 26' DRIVE AISLE 26' EMERGENCY ACCESS EASEMENT 26' DRIVE AISLE 26' EMERGENCY ACCESS EASEMENT 26' DRIVE AISLE 70.8 3 70.7 6 70.5 0 70.5 3 70.5971.09 71.18 0. 5 % 70.26 0.5 % 70.44 1. 2 % 70.20 2.1 % 2.1 % 4.8% 6.0 % 3.3% 2.5% 2.0 % 71.2 0 71.1 5 71.2 0 71.1 7 71.06 70.59 7. 3 % 7.5 % 2.5% 2.0%7.3% 71.2 0 2.9%71.72 4.8%4.7% BUILDING 1 BUILDING 2 6' SIDEWALK 6' SIDEWALK 6' S I D E W A L K 6' S I D E W A L K 70.62 70.76 71.15 71.31 3. 0 % 70.85 70.2 0 4. 8 % 4. 6 % 8.1 % 70.71 71.1 6 71.3 5 1.5% 1.5% 1.0% 1.2% 70.62 4.6 % 4. 7 % 8.3 % 70.7070.70 70.86 70.87 TBC 67.9 7 68.42 68.49 69.91 70.06 70.06 69.91 69. 6 0 69.83 70.04 2.5% 2.0 % 2.0 % 2.0 % 72.8670.7670.96 70.66 FOUR (4) 6.5" RISERS THREE (3) 6.5" RISERS THREE (3) 6" RISERS FOUR (4) 5" RISERS FIVE (5) 7" RISERS (68.0 2 ) (67.99 ) (68.0 4 ) (68.3 5 ) 67.49 67.53 67.85 0.2% 1.6%1.5% 0.9% 0.8% 0.5% 0.5% 0.5% 0.6% 69. 6 2 69. 7 4 69. 8 4 69. 9 4 70. 0 5 70. 2 1 70.6 9 70.5 3 70.4 2 70.3 2 70.2 2 70.0 9 1.5% 4. 9 % 2. 0 % 2.0 % WILLOW STREET (PUBLIC ROW VARIES) 10' SIDEWALK & 5' TREE GRATES/PLANTERS (SEE LANDSCAPE PLANS) 10' SIDEWALK & 5' TREE GRATES/PLANTERS (SEE LANDSCAPE PLANS) 72.7 8 71.3 0 72.7 8 71.2 0 68.4 4 68.2 9 71.2 0 72. 0 2 2.1 % 2.1 % 70.83 TBC 70.68TBC70.70 TBC 71.12 TBC 71.13 TBC 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 KEYMAP PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.SIDEWALK WIDTHS ARE MEASURED FROM FLOWLINE. NOTES: PROPOSED STORM INLET 2.0% (47.45) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK 10 GR A D I N G P L A N MA T C H L I N E - S E E S H E E T 9 MA T C H L I N E - S E E S H E E T 9 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 MA T C H L I N E - S E E S H E E T 11 9 10 11 12 ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 F.O.VAULT D D W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X COMM COMM COMM COMM COMM COMM COMM X X X X COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM CO M M CO M M CO M M T TF UDUDUDUDUD EXISTING STORM DRAIN 68.3 6 71.2 0 71.2 0 71.2 0 70.3 3 69.9 9 69.6 8 68.4 3 FFE=71.20 70.25 69.9 9 69.86 69.8 3 69.2 5 69.7 9 69.7 6 70.26 70.1 5 70.0 8 69.1 7 69.0 6 68.8 1 68.8 7 68.7 1 69.0 0 68.9 5 68.9 6 69.1 7 68.7 5 69.2 369.5 2 69.68 69.1469.2 8 68 . 9 5 69.0 5 68.7 6 68.7 9 68.7 2 68.7 168.7 1 68.7 0 68.7 7 69.01 70.01 70.5 9 2.0% 2.7% 2.1% 2.1% 2.1 % 2.1 % 4.9 % 4. 5 % 2.1 % 9.3% 6.8% 3.7 % 1.8 % 5.8 % 8.3 % 4. 6 % 3. 8 % 2.1 % 2.1 % 69.9 969.7 4 70.0 4 70.12 70.5 9 70.3 3 70.36 70.2 9 70.29 70. 5 9 69.3 6 69.06 68.94 68.75 68.7 7 69.09 69.6 1 69.30 2.1 % 2.1 % 3.1% 2.4 % 2.4 % 2.3 % 2.2 % 2.2 % 2.5 % 2.4 % 2.3 % 2.3 % 3.2% 2.1 % 2.1 % 1.9 % 2.1 % 4.6 % 2.0% 2.1 % 2.1 % 2.1 % 2.1 % 1. 6 % 4.6 % 5.3% 4:1 5.4 % 6: 1 3:1 3:1 4:1 8:1 70.05 69.89 2.3% 0.5% 68.75 1.1% 68.32 0.5% 2.1% 3.0% 2.0% 2.2% 0. 5 % 26' EMERGENCY ACCESS EASEMENT 26' DRIVE AISLE 24' EMERGENCY ACCESS EASEMENT 24' DRIVE AISLE 10' UTILITY EASEMENT 30' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC NO. _______________ 30' DRAINAGE EASEMENT 35' DRAINAGE EASEMENT 16' UTILITY EASEMENT UTILITY EASEMENT BY SEPARATE DOCUMENT REC NO. ____________ 69.1 4 69.4 4 69.6 4 7. 9 % 2. 4 % 69.7 8 69.4969.6 5 69.6 8 70.1 1 7.5 % 2.0% 1.1% 69.84 4.7% 70.5 9 71.0 9 70.5 9 71.0 9 71.1 9 70.7 0 70.7 0 71.1 9 8.2% 8.2% 2.0 % 2. 0 % 2. 0 % 70.1 5 2.0 % 2.0 % 2.0 % 2.0 % 1. 2 % 2.1 %2.0 % 2.5 % 4.8 % 5.6% 4.8 % 4.7 % 3.4 % 4.9 % 6. 1 % 4.7 % 4. 6 % 4.8 % 2.0 % BUILDING 2 6' SIDEWALK 8' S I D E W A L K 6' S I D E W A L K 5' SIDEWALK 69.9 1 69.7 0 69.2 7 68.78 (68.04 ) TIE INTO EXISTING CURB & GUTTER 68.32 68.33 68.31 68.28 67.82 4.1 % FIVE (5) 7" RISERS (68.25 ) (68.16 ) (68.0 6 )(68.0 2 ) (67.9 9 ) 67.74 67.66 67.55 67.4967.49 0.3% 0.4% 0.5%0.7% WILLOW STREET (PUBLIC ROW VARIES) TRASH ENCLOSURE 10' SIDEWALK & 5' TREE GRATES/PLANTERS (SEE LANDSCAPE PLANS) 4' PARKWAY 68.4 4 71.2 0 68.2 9 8.0 % 69.0 0 69.5 0 69. 3 0 69. 3 6 69.0 0 68.8 2 3.6 % (68. 8 0 ) (68. 3 9 ) (67. 8 9 ) (68. 5 4 ) (68 . 3 4 ) 1.9 %1.9 % 2. 1 % 0.3% 1.5 % 1. 6 % 69.2 4 69.2 1 69.0 7 2.3 % 2.3 % 12.4% 3' S I D E W A L K 0. 2 % 1.8% 70.14 69.04 69.43 69.96 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 KEYMAP PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.SIDEWALK WIDTHS ARE MEASURED FROM FLOWLINE. NOTES: PROPOSED STORM INLET 2.0% (47.45) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK 11 GR A D I N G P L A N Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 MA T C H L I N E - S E E S H E E T 10 MA T C H L I N E - S E E S H E E T 12 9 10 11 12 ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 ELEC ELEC T S MM T T ELEC ELEC BRKR E G HYDTEST STAWV CSWCS EL E C D D D C.O. F.O. VAULT AC AC AC W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS W W W W W SS SS SS SS SS SS SS SS SS SS SS SS E E ECOMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M E E E E E E E E E G G G G G G G G X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXX COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E E E E E E EEEEEEEEE E E E E E E E E E E CO M M CO M M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM CO M M CO M M CO M M CO M M CO M M CO M M CO M M W W W W G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST LI N C O L N A V E N U E 70.0 8 69.6 3 9.3% 2.1 % 8:1 9:1 10.2 % 69.6 2 69.6 1 69.30 69.2 3 69.24 69.35 69.66 69.89 69.54 69.47 69.84 69.84 69.57 69.37 69.37 2.2 % 2.1 % 2.0 % 2.2 % 2. 1 % 2.1 % 2.2 % 2.0 % 2.1 %2.3 % 2.2 % 2.1 % 6.5 % 9. 5 % 69.22 69.29 2.0 % 2.4 % 1. 3 % 0.9% 0.5% 0.5% 0.5% 69.63 69.87 9.5 % 5:1 4:1 5:1 5:1 2. 2 % 20' DRIVE AISLE 10' UTILITY EASEMENT 10' UTILITY EASEMENT 20' EMERGENCY ACCESS EASEMENT 69.96 2.0 % 69.89 69.91 69.91 69.97 69.99 69.74 69.80 (69.78) (69.68) 1.2% 1.2% 1.1% (69 . 9 3 ) (70 . 0 0 ) 1.2% 1.2% (69.77)(69.8 6 ) 69.75 69.68 WILLOW STREET (PUBLIC ROW VARIES) (67. 8 9 ) (68. 5 4 ) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 NORTH KEYMAP PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.SIDEWALK WIDTHS ARE MEASURED FROM FLOWLINE. NOTES: PROPOSED STORM INLET 2.0% (47.45) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK 12 GR A D I N G P L A N Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 MA T C H L I N E - S E E S H E E T 14 MA T C H L I N E - S E E S H E E T 11 9 10 11 12 16' EOC-EOC FD C S E E E E E E E E E E E E E E E E E E E E E E E E E S W F COMM COMM COMM COMM W F W FD C EM T TFEE E D S ELEC D WCST S S D R R R R CABL E VAUL T F.O.VAULTCABLEVAULT CABLEVAULT ELEC F.O.VAULT ELEC F.O . ELEC ELEC ELEC E W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST X X X X X X X X X X X X X X X X X X X X X X X X E E E E E E E E E E E E E E COMM W W W G G X W W W W E E E E E E E E E E E E COM M CO M M CO M M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM CO M M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM XXXXXXXXXXX X X X X X COMM CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M EXISTING 8" PVC WATER LINE EXISTING 24" PVC SANITARY SEWER EXISTING STORM MANHOLE EXISTING 24" RCP STORM DRAIN EXISTING COMMUNICATION LINE FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION 6" FIRE SERVICE CONNECTING BUILDING 1 TO BUILDING 2 TRANSFORMER ELECTRIC METER BANK BUILDING 1 17' UTILITY EASEMENT 34" WATER SERVICE 115-LF TYPE K COPPER 24' DRIVE AISLE 26' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT GODINEZ DOROTHY 400 LINDEN STREET FORT COLLINS, CO RIDLEY USA INC 416 LINDEN STREET FORT COLLINS, CO LI N D E N S T R E E T WILLOW STREET MAWSON LLC 350 LINDEN STREET FORT COLLINS, CO STORM DRAIN A4 SEE SHEET 16 EXISTING WATER METER TO BE ADJUSTED TO FINAL GRADE ROOF DRAIN (TYP.) FIRE HYDRANT N:131823.36 E:196183.57 CONNECT TO EXISTING 8"X6" SWIVEL TEE FH ASSEMBLY (SW) N:131834.90 E:196193.92 CONNECT TO EXISTING 8"X6" TEE 1 - 6" G.V. (SW) N:131855.49 E:196170.95 CONNECT TO EXISTING 2" WATER SERVICE N:131852.14 E:196174.68 CONNECT TO EXISTING 2" WATER SERVICE N:131848.83 E:196178.43 BUILDING 2 COMMUNICATION LINES ELECTRIC LINE ELECTRIC LINE CONNECT TO EXISTING 3/4" WATER SERVICE N:131999.83 E:195751.96 ELECTRIC SERVICE 3/4" WATER METER N:131956.69 E:195800.74 CONNECT TO EXISTING ELECTRIC LINE EXISTING CURB INLET 89 . 1 3 L F 6 " P V C F I R E L I N E S4 1 ° 2 9 ' 4 0 " W 38.00 LF 6" PVC FIRE LINE S48°30'20"E 14.00 LF 6" PVC FIRE LINE N48°30'20"W 90° BEND w/ TB N:131788.73 E:196111.90 15.50 LF 6" PVC N41°54'10"E SANITARY SEWER SERVICE CONNECTION EXISTING 24" PVC INV: 4957.57 N:132024.89 E:195970.90 EXISTING 24"X36" STORM DRAIN 33.33 LF 8" PVC SANITARY SERVICE S41°20'25"W 2" WATER METER N:131750.92 E:196115.37 2" WATER METER N:131780.92 E:196081.45 115.12 LF 2" TYPE K COPPER S41°29'40"W 30.14 LF 2" TYPE K COPPER N48°30'20"W 115.12 LF 2" TYPE K COPPER S41°29'40"W 24.98 LF 2" TYPE K COPPER S48°30'20"E 90° BEND N:131765.95 E:196098.43 90° BEND N:131762.64 E:196102.17 TRAFFIC RATE CURB STOP CURB STOP 90° BEND N:131746.09 E:196120.89 90° BEND N:131785.92 E:196075.85 10.00 LF 2" TYPE K COPPER N41°29'40"E 10.00 LF 2" TYPE K COPPER N41°29'40"E EXISTING BUILDING EXISTING BUILDING EXISTING 8" PVC WATER LINE EXISTING 8" PVC SANITARY SEWER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T 14 KEYMAP NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5' MINIMUM AND 5.5' MAXIMUM WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV 13 14 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 MA T C H L I N E - S E E S H E E T 14 13 UT I L I T Y P L A N TF E E E E E E E E E E E E E E E E E E E E E E E E E E E S COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM UDUD EM T W EEE EEE ELEC ELEC T S MM T T ELEC ELEC BRKR E G HYDTEST STAWV CSWCS ELE C D GA S D D C.O. F.O.VAULT AC AC AC D GAS WV WV D D S W W W W WW W W W W SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X ECOMM COMM COMM COMM COMM COM M COMM COMM COMM CO M M CO M M CO M M E E E E G G G G X X X X X X X X X X X X X X X X XXXX X COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E E EEEEE E E E E E COMM COMM COMM COMM COMM CO M M COMM COMM COMM COMM COMM COMM COMM COMM CO M M CO M M CO M M W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS T CURB INLET EXISTING 42" STORM DRAIN ABANDON EXISTING 24"X26" STORM DRAIN AND PLUG AT MANHOLE EXISTING COMMUNICATION LINE EXISTING FENCE LINE EXISTING ELECTRICAL LINE EXISTING GAS LINE CONNECT TO EXISTING STORM MANHOLE TRANSFORMER ELECTRIC METER BANK BUILDING 2 EV PEDESTAL TIE INTO EXISTING 42" STORM LINE REROUTED LUMEN COMM LINE 34" IRRIGATION METER 10' UTILITY EASEMENT 30' DRAINAGE EASEMENT 24' EMERGENCY ACCESS EASEMENT 10' UTILITY EASEMENT MAWSON LLC 115 LINCOLN AVENUE FORT COLLINS, CO RIDLEY USA INC 546 WILLOW STREET FORT COLLINS, CO LI N C O L N A V E N U E WILLOW STREET STORM DRAIN A SEE SHEET 15 STORM DRAIN A4 SEE SHEET 16 EXISTING BUILDING ROOF DRAIN (TYP.) CONNECT TO EXISTING 3/4" WATER SERVICE N:131734.89 E:196305.35 35' DRAINAGE EASEMENT CONNECT TO EXISTING STORM DRAIN STORMTECH 1 SEE SHEET 18 ELECTRIC LINE ELECTRIC LINE REROUTED LUMIN COMM LINE ELECTRIC LINE COMMUNICATION LINES CONNECT TO EXISTING COMM LINE 30' DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC NO. _______________ UTILITY EASEMENT BY SEPARATE DOCUMENT REC NO. ____________ EXISTING 24"X36" STORM DRAIN SANITARY SEWER SERVICE CONNECTION EXISTING 24" PVC INV:4956.48 N:131788.73 E:196237.96 33.33 LF 8" PVC SANITARY SERVICE S41°20'25"W 34" WATER SERVICE ±45-LF TYPE K COPPER CURB STOP EXISTING BUILDING STORM DRAIN B SEE SHEET 17 EXISTING 8" PVC WATER LINE EXISTING 24" PVC SANITARY SEWER IRRIGATION SERVICE LOWERING SEE SHEET 17 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 KEYMAP NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5' MINIMUM AND 5.5' MAXIMUM WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV 13 14 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 2814 UT I L I T Y P L A N MA T C H L I N E - S E E S H E E T 13 MA T C H L I N E - S E E S H E E T 13 D X X X X X X X COMM COMM COMM X X XX COMM TF E E E E COMM COMM UD EM T EE EE EX STMH A6 INV. IN=4960.89 (SW) INV. OUT=4960.89 (NE) STMH A5 (6'Ø) STA 13+58.12 N: 131675.31 E: 196150.95 126.62 LF 42" HDPE @ 0.10%6.89 LF 42" HDPE @ 0.10% ST JUNCTION A4 w/ WQ WEIR STA 12+31.50 N: 131591.37 E: 196245.74 89.88 LF 42" HDPE @ 0.10% STMH A2 (6'Ø) STA 11+34.74 N: 131527.26 E: 196318.22 INSERTA TEE A3 STA 11+41.62 N: 131531.82 E: 196313.07 30 ' D R A I N A G E E A S E M E N T B Y 30' DRAINAGE EASEMENT 24' EMERGENCY ACCESS EASEMENT STORM DRAIN A4 SEE SHEET 16 35' DRAINAGE EASEMENT STOMRTECH 1 SEE SHEET 18BUILDING 2 4950 4955 4960 4965 4970 4975 4980 4985 4990 4950 4955 4960 4965 4970 4975 4980 4985 4990 9+5010+0011+0012+0013+0014+00 126.62 LF 42" HDPE @ 0.10%89.88 LF 42" HDPE @ 0.10% IN S E R T A T E E A 3 ST A 1 1 + 4 1 . 6 2 IN V . 4 9 6 0 . 3 3 ( N W ) IN V . 4 9 6 1 . 3 8 ( N E ) IN V . 4 9 6 0 . 3 3 ( S E ) 6.89 LF 42" HDPE @ 0.10% ST M H A 2 ( 6 ' Ø ) ST A ? ? ? RI M 4 9 6 9 . 0 ± IN V . I N 4 9 6 0 . 3 3 ( N W ) IN V . O U T 4 9 6 0 . 3 3 ( N E ) ST M H A 2 ( 6 ' Ø ) ST A 1 1 + 3 4 . 7 4 RI M 4 9 6 9 . 0 ± IN V . I N 4 9 6 0 . 3 3 ( N W ) IN V . O U T 4 9 6 0 . 3 3 ( N E ) 134.74 LF 42" HDPE @ 0.10% ST M H A 0 ( 8 ' Ø ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 6 8 . 0 ± IN V . I N 4 9 6 0 . 1 8 ( N W ) IN V . I N 4 9 6 0 . 1 9 ( S W ) IN V . O U T 4 9 6 0 . 1 9 ( S E ) ST M H A 5 ( 6 ' Ø ) ST A 1 3 + 5 8 . 1 2 RI M 4 9 7 0 . 2 ± IN V . I N 4 9 6 0 . 5 0 ( S W ) IN V . O U T 4 9 6 0 . 5 5 ( S E ) EXISTING STORM EXISTING GROUND @ PIPE CENTERLINE PROPOSED GRADE @ PIPE CENTERLINE ST J U N C T I O N A 4 w / W Q W E I R ST A 1 2 + 3 1 . 5 0 RI M 4 9 6 8 . 5 ± IN V . I N 4 9 6 0 . 4 2 ( N W ) IN V . O U T 4 9 6 0 . 4 2 ( S E ) IN V . O U T 4 9 6 2 . 5 4 ( N E ) STA.=10+19.21 APPROX TOP.= 4965.20 COMMUNICATION LINE CONTRACTOR TO VERIFY DEPTH AND LOCATION PRIOR TO CONSTRUCTION STA.=10+44.73 APPROX TOP.= 4965.74 COMMUNICATION LINE CONTRACTOR TO VERIFY DEPTH AND LOCATION PRIOR TO CONSTRUCTION STA.=10+86.74 APPROX TOP.= 4967.63 PROPOSED ELECTRIC AND RELOCATED COMMUNICATION LINE COORDINATE WITH UTILITY PROVIDERS DURING CONSTRUCTION 100-YR HGL EXISTING STORM F.O. VAU L T W W W W SS SS SS SS CO M M CO M M CO M M X X X X CO M M CO M M CO M M E E CO M M CO M M COMM CO M M G E E E E E CO M M CO M M UD STMH A2 (6'Ø) STA 11+34.74 N: 131527.26 E: 196318.22 INSERTA TEE A3 STA 11+41.62 N: 131531.82 E: 196313.07 STMH A0 (8'Ø) STA 10+00.00 N: 131628.18 E: 196407.49 134.74 LF 42" HDPE @ 0.10% 6.89 LF 42" HDPE @ 0.10% 30' DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC NO. _______________ 10' UTILITY EASEMENT WI L L O W S T R E E T CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROJECT BOUNDARY EXISTING RIGHT OF WAY UD EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). INLET SCHEDULE: PROPOSED UNDERDRAIN PROPOSED ADS BASIN PROPOSED STORMTECH CHAMBER STRUCTURE ID STRUCTURE TYPE QUANTITY INLET A4-1 CDOT TYPE 13 DOUBLE INLET A4-3N CDOT TYPE 13 SINGLE INLET A4-5N CDOT TYPE 13 SINGLE INLET A4-6N CDOT TYPE 13 SINGLE INLET B2 FORT COLLINS COMBO DOUBLE KEYMAP PROFILE SCALE: 15 PL A N A N D P R O F I L E ST O R M D R A I N A STORM DRAIN A NORTH LINE MATCH STA 11+50 LI N E MA T C H ST A 11 + 5 0 STORM DRAIN A FD C TF E E E W F COMM W UD F W FD C EM T EM T EE EE TF TEE A4-4N STA 12+77.60 N: 131775.99 E: 196049.29 D X X X X X X X X X X X X X X X X X X X COMM COMM 30' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT 24' DRIVE AISLE 26' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT INLET A4-1 STA 10+08.12 N: 131597.46 E: 196251.13 ST JUNCTION A4 w/ WQ WEIR STA 10+00.00 N: 131591.37 E: 196245.74 TEE A4-2N STA 10+58.50 N: 131630.83 E: 196213.40 INLET A4-3N STA 11+84.12 N: 131714.06 E: 196119.30 INLET A4-5N STA 13+76.15 N: 131841.29 E: 195975.47INLET A4-6N STA 15+06.82 N: 131927.87 E: 195877.59 STORM DRAIN A SEE SHEET 15 8.12 LF 24" HDPE @ 2.00% 50.37 LF 24" HDPE @ 0.73% 125.63 LF 24" HDPE @ 0.74% 93.47 LF 24" HDPE @ 0.74% 98.56 LF 24" HDPE @ 0.74% 130.67 LF 24" HDPE @ 0.89% STORMTECH 1 SEE SHEET 1835.00 LF 8" PVC @ 2.00% 35.00 LF 8" HDPE @ 2.00% 34.88 LF 8" PVC @ 2.00%38.00 LF 8" PVC @ 2.00% 35.00 LF 8" PVC @ 2.00% ROOF DRAIN CONNECTION (TYP.) ROOF DRAIN CONNECTION (TYP.) ROOF DRAIN CONNECTION (TYP.)BUILDING 1 BUILDING 226' DRIVE AISLE 4950 4955 4960 4965 4970 4975 4980 4985 4990 4950 4955 4960 4965 4970 4975 4980 4985 4990 9+5010+0011+0012+0013+0014+0015+0015+50 125.63 LF 24" HDPE @ 0.74% 50.37 LF 24" HDPE @ 0.73% 130.67 LF 24" HDPE @ 0.89% 98.56 LF 24" HDPE @ 0.74% 93.47 LF 24" HDPE @ 0.74% IN L E T A 4 - 6 N ST A 1 5 + 0 6 . 8 2 FL . E L 4 9 7 1 . 3 ± IN V . I N 4 9 6 6 . 2 6 ( N E ) IN V . O U T 4 9 6 6 . 2 6 ( S E ) IN L E T A 4 - 5 N ST A 1 3 + 7 6 . 1 5 FL . E L 4 9 7 1 . 4 ± IN V . I N 4 9 6 5 . 1 0 ( N W ) IN V . I N 4 9 6 4 . 9 7 ( N E ) IN V . O U T 4 9 6 5 . 1 0 ( S E ) IN L E T A 4 - 3 N ST A 1 1 + 8 4 . 1 2 FL . E L 4 9 6 9 . 8 ± IN V . I N 4 9 6 3 . 6 8 ( N W ) IN V . I N 4 9 6 3 . 0 8 ( N E ) IN V . O U T 4 9 6 3 . 6 8 ( S E ) TE E A 4 - 4 N ST A 1 2 + 7 7 . 6 0 RI M 4 9 6 6 . 7 ± IN V . I N 4 9 6 4 . 3 7 ( N W ) IN V . I N 4 9 6 4 . 0 0 ( N E ) IN V . O U T 4 9 6 4 . 3 7 ( S E ) TE E A 4 - 2 N ST A 1 0 + 5 8 . 5 0 RI M 4 9 6 5 . 1 ± IN V . I N 4 9 6 2 . 7 5 ( N W ) IN V . I N 4 9 6 1 . 8 5 ( N E ) IN V . O U T 4 9 6 2 . 7 5 ( S E ) IN L E T A 4 - 1 ST A 1 0 + 0 8 . 1 2 FL . E L 4 9 6 8 . 3 ± IN V . I N 4 9 6 2 . 3 8 ( S W ) IN V . I N 4 9 6 2 . 3 8 ( N W ) IN V . O U T 4 9 6 2 . 3 8 ( S E ) ST J U N C T I O N A 4 w / W Q W E I R ST A 1 0 + 0 0 . 0 0 RI M 4 9 6 8 . 5 ± IN V . I N 4 9 6 0 . 4 2 ( N W ) IN V . O U T 4 9 6 0 . 4 2 ( S E ) IN V . O U T 4 9 6 2 . 5 4 ( N E ) EXISTING GROUND @ PIPE CENTERLINE PROPOSED GRADE @ PIPE CENTERLINE 8.12 LF 24" HDPE @ 2.00% 100-YR HGL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROJECT BOUNDARY EXISTING RIGHT OF WAY UD EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). INLET SCHEDULE: PROPOSED UNDERDRAIN PROPOSED ADS BASIN PROPOSED STORMTECH CHAMBER STRUCTURE ID STRUCTURE TYPE QUANTITY INLET A4-1 CDOT TYPE 13 DOUBLE INLET A4-3N CDOT TYPE 13 SINGLE INLET A4-5N CDOT TYPE 13 SINGLE INLET A4-6N CDOT TYPE 13 SINGLE INLET B2 FORT COLLINS COMBO DOUBLE KEYMAP PROFILE SCALE: 16 PL A N A N D P R O F I L E ST O R M D R A I N A 4 STORM DRAIN A2 STORM DRAIN A4 FD C TF E E E E E E E E E E E E E E E S F COMM COMM COMM COMM COMM COMM COMM F FD C EM T W EE EE S F.O.VAULT CABLE VAULT DWWWWWWW W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS X COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM CO M M XX X T STORM DRAIN A SEE SHEET 15 BUILDING 2 26' DRIVE AISLE EXISTING 8" PVC WATER LINE EXISTING 24" PVC SANITARY SEWER CONNECT TO EXISTING STORM MANHOLE WILLOW STREET COMMUNICATION LINES ELECTRIC LINE UTILITY EASEMENT BY SEPARATE DOCUMENT REC NO. ____________ INLET B2 STA 10+92.98 N: 131765.95 E: 196235.98 10.58 LF 24" HP STORM @ 2.00% STMH B1 (5'Ø) STA 10+82.40 N: 131773.87 E: 196242.99 82.40 LF 24" HP STORM @ 0.50% EX STMH 2-2 STA 10+00.00 N: 131719.24 E: 196304.68 EXISTING 24"X36" STORM PIPE TO BE ABANDONED AND PLUGGED AT MANHOLE EXISTING 42" STORM DRAIN 34" IRRIGATION WATER SERVICE8" SANITARY SEWER SERVICE 4945 4950 4955 4960 4965 4970 4975 4980 4985 4945 4950 4955 4960 4965 4970 4975 4980 4985 9+5010+0011+0011+50 IN L E T B 2 ST A 1 0 + 9 2 . 9 8 FL . E L 4 9 6 8 . 0 ± IN V . O U T 4 9 6 1 . 2 2 ( N E ) 10.58 LF 24" HP STORM @ 2.00% ST M H B 1 ( 5 ' Ø ) ST A 1 0 + 8 2 . 4 0 RI M 4 9 6 8 . 0 ± IN V . I N 4 9 6 1 . 0 1 ( S W ) IN V . O U T 4 9 6 1 . 0 1 ( S E ) 82.40 LF 24" HP STORM @ 0.50% EX S T M H 2 - 2 ST A 1 0 + 0 0 . 0 0 RI M 4 9 6 8 . 3 ± IN V . I N 4 9 6 0 . 6 0 ( N W ) IN V . O U T 4 9 6 0 . 5 6 ( S E ) EXISITNG STORM EXISTING GROUND @ PIPE CENTERLINE PROPOSED GRADE @ PIPE CENTERLINE STA.=10+10.00 T.O.P.= 4958.98 34" IRRIGATIONSERVICE LOWERING CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROJECT BOUNDARY EXISTING RIGHT OF WAY UD EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). INLET SCHEDULE: PROPOSED UNDERDRAIN PROPOSED ADS BASIN PROPOSED STORMTECH CHAMBER STRUCTURE ID STRUCTURE TYPE QUANTITY INLET A4-1 CDOT TYPE 13 DOUBLE INLET A4-3N CDOT TYPE 13 SINGLE INLET A4-5N CDOT TYPE 13 SINGLE INLET A4-6N CDOT TYPE 13 SINGLE INLET B2 FORT COLLINS COMBO DOUBLE KEYMAP PROFILE SCALE: 17 PL A N A N D P R O F I L E ST O R M D R A I N B STORM DRAIN B STORM DRAIN B UDUDUDUDUDUDUDUDUDUDUD INLET A4-1 INV. IN=4962.38 (SW) INV. IN=4962.38 (NW) INV. OUT=4962.38 (SE) FG=4968.32 STMH A2 (6'Ø) INV. IN=4960.33 (NW) INV. OUT=4960.33 (NE) FG=4968.98 INSERTA TEE A3 INV. IN=4960.33 (NW) INV. IN=4961.38 (NE) INV. OUT=4960.33 (SE) FG=4968.95 6.89 LF 42" HDPE @ 0.10% ST JUNCTION A4 w/ WQ WEIR INV. IN=4960.42 (NW) INV. OUT=4960.42 (SE) INV. OUT=4962.54 (NE) FG=4968.55 26.66 LF 24" HDPE @ 0.50% BASIN A4-1S (30"Ø) INV. IN=4962.25 (NW) INV. OUT=4962.25 (SE) INV. OUT=4962.25 (NE) FG=4968.45 4.00 LF 24" HDPE @ 0.00% ENDCAP A4-1S.1 INV. IN=4962.25 (NW) INV. OUT=4962.25 (SE) FG=4968.47 6.92 LF 24" HDPE @ 0.00% BASIN A4-2S (30"Ø) INV. IN=4962.25 (SW) INV. OUT=4962.25 (SE) FG=4968.59 4.00 LF 24" HDPE @ 0.00% ENDCAP A4-2S.1 INV. IN=4962.25 (NW) INV. OUT=4962.25 (SE) FG=4968.61 57.33 LF 6" PERF. HDPE @ 0.20% UD A3-1 INV. IN=4961.39 (NW) INV. OUT=4961.39 (SW) FG=4968.86 3.92 LF 6" HDPE @ 0.20% UD A3-2 INV. OUT=4961.50 (SE) FG=4968.58 61.3 6 SG 69.0 1 FG 68.90 FG 68.6 8 FG 68.56FG 89.88 LF 42" HDPE @ 0.10% 8 - MC-3500 CHAMBER 8 - MC-3500 CHAMBER ENDCAP A4-1S.2 INV. IN=4962.25 (NW) FG=4968.77 ENDCAP A4-2S.2 INV. IN=4962.25 (NW) FG=4968.91 30' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT 24' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 35' DRAINAGE EASEMENT 61 . 4 0 SG 61.53 SG 61.50 SG EDGE OF SUBGRADE BOTTOM OF CHAMBER ELEVATION = 4962.25 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 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROJECT BOUNDARY EXISTING RIGHT OF WAY UD EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). INLET SCHEDULE: PROPOSED UNDERDRAIN PROPOSED ADS BASIN PROPOSED STORMTECH CHAMBER STRUCTURE ID STRUCTURE TYPE QUANTITY INLET A4-1 CDOT TYPE 13 DOUBLE INLET A4-3N CDOT TYPE 13 SINGLE INLET A4-5N CDOT TYPE 13 SINGLE INLET A4-6N CDOT TYPE 13 SINGLE INLET B2 FORT COLLINS COMBO DOUBLE KEYMAP 18 SU B G R A D E P L A N STORMTECH 1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 2819 SA N I T A R Y D E T A I L S 102 SERVICE WYE100WASTEWATER BEDDING REQUIREMENTS COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * BEDDING REQUIRMENTS WW-1 PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN.o 45 MAX.o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG SERVICE WYE DETAIL WW-9 FLOW DIRECTION TRAFFIC RATED CLEANOUT WW-15 101 TRAFFIC RATED CLEANOUT Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 2820 WA T E R D E T A I L S 200 WATER MAIN BEDDING REQUIREMENTS 203 SPRINKLER SYSTEM DETAIL 201 FIRE HYDRANT INSTALLATION 202 TYPICAL WATER SERVICE 204 STANDARD EXTERIOR SETTING FOR 34 IN. AND 1 IN. WATER METER 205 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 206 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 207 TRAFFIC-RATED CURB STOP INSTALLATION FL O W METER DETAILS CONSTRUCTION DETAILWATER STANDARD EXTERIOR SETTING FOR 3/4" AND 1" WATER METERS 4/20/2022 SAA W-15 GENERAL NOTES: 1.DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, DRAINAGE DITCH OR DETENTION BASIN. 2.NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR NO TREES WITHIN 6 FEET OF METER BOX. 3.SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% GRADE FOR A MIN DISTANCE OF 4 FEET. 4.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. 5.ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER BOX WALL ON OUTLET SIDE. 6.GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. 7.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 8.REFER TO QUICK REFERENCE FOR INSTALLATION OF EXTERIOR SETTING FOR 3/4 " AND 1" WATER METERS (QUICK REFERENCE 15) 6 INCH LAYER OF PEA GRAVEL (3/8") UNDER METER BOX LOCK TYPE INLET VALVE PLASTIC INNER LID CAST IRON RECESSED LID WITH WORM LOCK CURB STOP TYPE "K" COPPER PIPING COMPRESSION TYPE CONNECTION METER BOX (NO ALTERATIONS) CURB BOX CAST IRON FROST PROOF METER BOX COVER C.L. OF METER CONNECTION INSTALL LID 1/2" ABOVE FINAL LANDSCAPED GRADE 10" 48" 64" NO FITTINGS FOR 2' MIN 15" RECOMMENDED 14" MIN. ALLOWED 18" MAX. ALLOWED PIPE INLETS NEED TO BE EXPOSED TO ALLOW GEOTHERMAL HEATING OF BOX 4" X 6" SUPPORT BRICK 6" 8" LAYER OF 3/4" TO 1 1/2" GRAVEL 8" 12" (MIN.) CURB BOX 1-1/2" METERS FLOW 2" METERS17 1/4" FOR 13 1/4" FOR 48" 24" 54 " ( M I N . ) 66 " ( M A X . ) 16 " ( M A X . ) 7" ( M I N . ) 3" (MAX.) 1" (MAX.) 2' (MAX.) 3/4" ROCK FOR GRADEADJUSTMENT (IF REQ'D) 12" (MIN.) (M A X . ) CURB STOP DETAILS CONSTRUCTION DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS 4/20/2022 SAA W-16A GENERAL NOTES: 1.SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS OR APPROVED EQUAL. 2.METER PITS AND VAULTS SHALL NOT BE INSTALLED IN ANY STREET, ALLEY, PARKING AREA OR DRIVEWAY. ANY PIT OR VAULT INSTALLED IN A SIDEWALK DUE TO LIMITED OPTIONS MUST BE PRE-APPROVED IN THE DEVELOPMENT REVIEW PROCESS AND WILL REQUIRE A TRAFFIC RATED METER PIT AND LID. 3.NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT AND NO TREES WITHIN 6 FEET. 4.THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSIBLE FOR METER READING AND MAINTENANCE. 5.SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 6.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. 7.ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER PIT WALL ON OUTLET SIDE. 8.GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. 9.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUTOFF VALVE. 10.A SEPARATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 11.CONCRETE FOOTERS AND RATED RING/COVER REQUIRED IN TRAFFIC RATED AREAS. 12.REFER TO QUICK REFERENCE FOR INSTALLATION OF THE STANDARD SETTING FOR 1 1/2 " AND 2" WATER METERS (QUICK REFERENCE 16 A&B) ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BEFORE BACKFILLING OR APPROVED EQUAL PRECAST CONCRETE MANHOLE APPROVED JOINT SEALANT (TYP. ALL JOINTS) 1/2" EMT OR PVC CONDUIT THROUGH VAULT OR PIT TOP INTO YOKEBOX MANHOLE RUNGS 12" O.C. COMPRESSION CONNECTION (TYP.)METER SETTER 1" DIA. IRON PIPE BRACE (TYP.) PRE-CAST CONCRETE GRADE RINGS (IF REQUIRED) ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) FINISHED GRADE 2% SLOPE TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MORTAR OR MASTIC 4" X 6" SUPPORT BRICK BY-PASS VALVE SHALL BE ON THE UPSTREAM SIDE IN BETWEEN SETTER PLAN VIEW 48" DIA. FLOW 24" D I A . DETAILS CONSTRUCTION DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS (PLAN VIEW) 5/20/2022 SAA W-16B GENERAL NOTES: 1.LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2.SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. 3.REFER TO QUICK REFERENCE FOR STANDARD SETTING FOR 1 1/2 ' AND 2' WATER METERS (QUICK REFERENCE 16 A&B) ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BEFORE BACKFILLING CURB BOX PRECAST CONCRETE MANHOLE MANHOLE RUNGS 12" O.C. AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 8" x 8" CONCRETE BLOCK (TYP.) METER (PLACED BELOW LID) 1" DIA. IRON PIPE BRACE (TYP) Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 2821 DR A I N A G E D E T A I L S STORMWATER BEDDING REQUIREMENTS ROOF DRAIN CONNECTION o 302 MANHOLE CHANNELING (STORM) A-2000 PVC PIPE, 4" PIPE AND SLOPE TO DRAIN (0.5% MIN) REDUCING TEE (IF NEEDED) INVERT PER PLAN TEE FITING 90 DEGREE BEND 3.2' BELOW FINISH FLOOR 4" PVC 6" DOWNSPOUT ADAPTER 4x5 DOWNSPOUT PER ARCH PLANS BUILDING FACE FINISHED GROUND MIN 2' COVER 300 303301SHALLOW MANHOLE WITH FLAT TOP TYPE 13 INLET DETAIL304 SECTION A-A 305 STORM JUNCTION A4 w/WQ WEIR SECTION B-B WATER QUALITY WEIR INV. 4960.42 WQ WEIR.4966.0 RIM. 4968.55 PLAN VIEW WATER QUALITY WEIR STORMTECH BASIN SEE STORM PLAN AND PROFILES FOR PIPE SIZES Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 2822 DR A I N A G E D E T A I L S REV F7001-110-188DWG NO.1 OF 1SHEET1:30SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN, INLINE DRAIN, & ROAD & HIGHWAY ( H-20 TRAFFIC LOAD) ASPHALT INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 4-4-06DATE EBCDRAWN BY 06-12-18 NMH 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.©2011 NYLOPLAST DRAIN BASIN INLINE DRAIN ASPHALT INSTALLATION 1 - 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. 2 - 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. 3 - 36" DRAIN BASIN REQUIRES 36"X30" REDUCING CONE. REDUCING CONE REQUIRES MINIMUM 2.25FT FROM GRADE TO TOP OF PIPE. 4" MIN ON 12" - 24" 6" MIN ON 30" & 36" ROAD & HIGHWAY ASPHALT ABOVE CONCRETE SLAB 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE DRAIN BASIN, INLINE DRAIN, & ROAD & HIGHWAY (H-20 LOAD) ASPHALT INSTALL REV E7001-110-042DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 36 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 8-10-00DATE AWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 11-2-18 NMH DUCT I L E I R O N DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S NYLO P L A S T TSALPOLYN DUCTILEIRON TSALPOLYN DUCTILE IRON DUC T I L E I R O N DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S NYLO P L A S T WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X 2836AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN (2) INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN (3) VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8"6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 36" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 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 - REDUCING CONES DOWN TO 30" DIAMETER WILL BE REQUIRED FOR 36" DRAIN BASINS. ©2010 NYLOPLAST 40X8"-36" TYPICAL INSTALL40X Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 2823 ST O R M T E C H D E T A I L S INSERTA-TEE SIDE INLET DETAIL INSERTA TEE CONNECTION CONVEYANCE PIPE MATERIAL MAY VARY (PVC, HDPE, ETC.) PLACE ADSPLUS WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT INSERTA TEE TO BE INSTALLED, CENTERED OVER CORRUGATION SIDE VIEWSECTION A-A A A DO NOT INSTALL INSERTA-TEE AT CHAMBER JOINTS NOTE: PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC-310 6" (150 mm)4" (100 mm) SC-740 10" (250 mm)4" (100 mm) DC-780 10" (250 mm)4" (100 mm) MC-3500 12" (300 mm)6" (150 mm) MC-4500 12" (300 mm)8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON (X) 6 UNDERDRAIN DETAIL A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS 5 MC-3500 TECHNICAL SPECIFICATIONS PART #STUB B C MC3500IEPP06T 6" (150 mm)33.21" (844 mm)--- MC3500IEPP06B ---0.66" (17 mm) MC3500IEPP08T 8" (200 mm)31.16" (791 mm)--- MC3500IEPP08B ---0.81" (21 mm) MC3500IEPP10T 10" (250 mm)29.04" (738 mm)--- MC3500IEPP10B ---0.93" (24 mm) MC3500IEPP12T 12" (300 mm)26.36" (670 mm)--- MC3500IEPP12B ---1.35" (34 mm) MC3500IEPP15T 15" (375 mm)23.39" (594 mm)--- MC3500IEPP15B ---1.50" (38 mm) MC3500IEPP18TC 18" (450 mm) 20.03" (509 mm)---MC3500IEPP18TW MC3500IEPP18BC ---1.77" (45 mm)MC3500IEPP18BW MC3500IEPP24TC 24" (600 mm) 14.48" (368 mm)---MC3500IEPP24TW MC3500IEPP24BC ---2.06" (52 mm)MC3500IEPP24BW MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³) MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³) WEIGHT 134 lbs.(60.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³) WEIGHT 49 lbs.(22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. 90.0" (2286 mm) ACTUAL LENGTH 86.0" (2184 mm) INSTALLED BUILD ROW IN THIS DIRECTION NOTE: ALL DIMENSIONS ARE NOMINAL LOWER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB B C 75.0" (1905 mm) 45.0" (1143 mm) 25.7" (653 mm) FOOT 77.0" (1956 mm) 45.0" (1143 mm) PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" END CAPS WITH A WELDED CROWN PLATE END WITH "C" UPPER JOINT CORRUGATION 22.2" (564 mm) INSTALLED CUSTOM PARTIAL CUT INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. 2 MC-3500 ISOLATOR ROW PLUS DETAIL INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART #: MC3500IEPP24BC OR MC3500IEPP24BW ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-3500 CHAMBER MC-3500 END CAP INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MC350024RAMP 3 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. STORMTECH CHAMBER CONCRETE COLLAR PAVEMENT 12" (300 mm) MIN WIDTH CONCRETE SLAB 6" (150 mm) MIN THICKNESS 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY 4 MC-3500 CROSS SECTION DETAIL ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED. 24" (600 mm) MIN* 8' (2.4 m) MAX 12" (300 mm) MIN77" (1950 mm) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 12" (300 mm) MIN 9" (230 mm) MIN D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30" (750 mm). 6" (150 mm) MIN PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-3500 END CAP SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 45" (1140 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. 1 NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MC-SERIES END CAP INSERTION DETAIL MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP MANIFOLD HEADER MANIFOLD STUB 7 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 AD V A N C E D D R A I N A G E S Y S T E M S , I N C . R AD V A N C E D D R A I N A G E S Y S T E M S , I N C . ( " A D S " ) H A S P R E P A R E D T H I S D E T A I L B A S E D O N R E F E R E N C E D S T A N D A R D S . A D S H A S N O T P E R F O R M E D A N Y E N G I N E E R I N G O R D E S I G N S E R V I C E S F O R T H I S P R O J E C T , N O R H A S A D S I N D E P E N D E N T L Y V E R I F I E D T H E I N F O R M A T I O N S U P P L I E D . T H E I N S T A L L A T I O N D E T A I L S P R O V I D E D H E R E I N A R E GE N E R A L R E C O M M E N D A T I O N S A N D A R E N O T S P E C I F I C F O R T H I S P R O J E C T , U N L E S S T H E P L A N S A R E S I G N E D A N D S E A L E D B Y T H E S I T E D E S I G N E N G I N E E R . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H E S E D E T A I L S P R I O R T O C O N S T R U C T I O N A N D S E A L I N G T H E D O C U M E N T . I T I S T H E S I T E D E S I G N E N G I N E E R ' S R E S P O N S I B I L I T Y T O EN S U R E T H E D E T A I L S P R O V I D E D H E R E I N M E E T S O R E X C E E D S T H E A P P L I C A B L E N A T I O N A L , S T A T E , O R L O C A L R E Q U I R E M E N T S A N D T O E N S U R E T H A T T H E D E T A I L S P R O V I D E D H E R E I N A R E A C C E P T A B L E F O R T H I S P R O J E C T . RE V I E W E D : DR A W N : PR O J E C T N O : DA T E : SHEET 7 0 I N W O O D R O A D , S U I T E 3 | RO C K Y H I L L | C T | 0 6 0 6 7 86 0 - 5 2 9 - 8 1 8 8 | 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M De t e n t i o n R e t e n t i o n W a t e r Q u a l i t y RE V : NO T T O S C A L E FOR STORMTECH INSTRUCTIONS, DOWNLOAD THE INSTALLATION APP ADVANCED DRAINAGE SYSTEMS, INC. R MC-3500 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH MC-3500. 2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1.STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - SPACING BETWEEN THE CHAMBER ROWS. 7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 11.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 2.THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.MC - 3 5 0 0 ST A N D A R D D E T A I L S PROJEC T S P E C I F I C STORM T E C H D E S I G N F R O M ADS TO B E A D D E D P R I O R T O APPRO V A L Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 2824 SI T E D E T A I L S Final asphalt lift, overlay or grade adjustment Depress ring 1/4" to 5/8" below adjacent finished street grade Slope up to match finished pavement Straight cut around ring Concrete grade ring to match slope or finished grade Grade ringExisting base course Manhole Shim / Grout 16 " m a x . NOTE: 1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. Cover Support with Steel Shims and pack with High Strength Grout 706 STANDARD MANHOLE COVER 703 SIGN POST PRIVATE 18" OUTFALL VERTICAL CURB & GUTTER PRIVATE 18" INFLOW VERTICAL CURB & GUTTER700 701 705 FIRE ACCESS ROAD SIGNS NOTES: 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE. 3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF NO PARKING AREA. FIRE LANE NO PARKING BY ORDER OF THE FIRE MARSHAL STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 3/4" 12"12" FIRE LANE COLOR SCHEDULE BACKGROUND "P" RED WHITE BLACK LEGEND, CIRCLE DIAGONAL, BORDER, "ARROW", "FIRE LANE" (FORT COLLINS ONLY) 704 ADA HANDICAP PARKING REQUIREMENTS VA N - AC C E S S I B L E PA R K I N G MIN . MI N . ON E I N E V E R Y EI G H T A C C E S S I B L E SP A C E S , B U T N O T LE S S T H A N O N E , SH A L L B E V A N AC C E S S I B L E . ON E S I G N PE R S P A C E RE Q U I R E D RE Q U I R E D PE R S P A C E ON E S I G N RE Q U I R E D PE R S P A C E ON E S I G N CA R A C C E S S I B L E VA N A C C E S S I B L E "U N I V E R S A L D E S I G N " CA R & V A N A C C E S S I B L E OR A " U N I V E R S A L " P A R K I N G S P A C E D E S I G N M A Y B E U S E D . TH I S D E S I G N I S U S E D T O A C C O M M O D A T E C A R & V A N AC C E S S I B L E P A R K I N G S P A C E S , W H I C H E L I M I N A T E S T H E NE E D F O R T W O S I G N T Y P E S . 8' 5' 8' 8' 8' 8' 11 ' 5' 11 ' 11 ' 5' RE S E R V E D RE S E R V E D PA R K I N G RE S E R V E D PA R K I N G R7 - 8 R7 - 8 R7 - 8 707 PRIVATE ADA RAMP DETAILS A 6' A 5' 12:1 (MAX) (MIN) 6' (MIN) ADA PARKING RAMP 12:1 (MAX) SECTION A-A 2% BA C K O F R A M P 6" (M I N ) 6" FL O W L I N E 2% SLOPE CONCRETE PEDESTRIAN CURB 6" MIN VARIES 2' x 5' DETECTABLE WARNING SURFACE CONCRETE PEDESTRIAN CURB 2' x 5' DETECTABLE WARNING SURFACE 6" SIDEWALK CURB GUTTER (M A X ) 2% 1" RADIUS 1/4" RADIUS 6" S 12 : 1 (M A X ) 2' x 6' DETECTABLE WARNING SURFACE CONCRETE PEDESTRIAN CURB SIDEWALK CURB GUTTER (M A X ) 2% 6' (M A X ) 2% D TAPER TO SIDEWALK ELEVATION (M A X ) 2% 5'X5' MINIMUM LANDING SHALL NOT EXCEED 2% IN ANY DIRECTION DIRECTIONAL RAMP 6" 2"R.2" 6" 6" 12 " 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 702 CURB AND GUTTERPRIVATE 18" FLUSH CURB & GUTTER702 Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 2825 SI T E D E T A I L S EQ . 1/2" 1/2" R0.08' Expansion joint filler, full depth 1'-0" #4 Rebar dowel with greased sleeve centered on joint, 30" O.C. Max spacing, maintain 12" spacing from edge of walk Temporary preformed cap, remove top of cap Concrete Paving (Refer to Civil Engineering Plans) BU I L D I N G F O U N D A T I O N FA C E O F B U I L D I N G 6" 6" EQ . SITE CONCRETE TO BUILDING TRANSITION801800TRENCH DETAIL INVERTED CROWN JOINT DETAIL802 SEE FINAL PAVEMENT REPORT FOR CONCRETE SECTION SEE CDOT M-412-1 STANDARDS FOR CONCRETE PAVEMENT JOINTS SLOPES VARY. SEE GRADING SHEET D S ELEC D WCS T S S ELEC ELEC T S MM TT ELEC ELECBRKRE G HYD TES TSTAWVCS WCS ELEC D GAS D D C.O. F.O.VAULT AC ACAC D D R R R R WV CABLEVAULT F.O.VAULT CABLEVAULT ELEC WV VAULT ELEC ELEC ELEC E D D W W W W SS W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST SS X X X X X X X X X X X X X X X COM M COM M COM M COM M CO M M COM M E E G G X X X X X E E E E E E W G X X X X G G W W W W WE E E E E E COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M E E E E E E CO M M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M COM M CO M M COMM COM M W W W W W W G G G G G G G G G G G G G E E E E E E E E E E X X X X X X X X COM M COM M COM M COM M ST ST ST ST SS SS SS SS SS SS T S TF S UD TF SF SF SF SF SF SF SF SF SF SF SF SF BUILDING 1 BUILDING 2 10' UTILITY EASEMENT 17' UTILITY EASEMENT 30' DRAINAGE EASEMENT 24' EMERGENCY ACCESS EASEMENT 24' DRIVE AISLE 10' UTILITY EASEMENT 26' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT GODINEZ DOROTHY 400 LINDEN STREET FORT COLLINS, CO RIDLEY USA INC 416 LINDEN STREET FORT COLLINS, CO LIN D E N S T R E E T WILL O W S T R E E T MAWSON LLC 350 LINDEN STREET FORT COLLINS, CO 359 LLC 359 LINDEN STREET FORT COLLINS, CO MAWSON LLC 115 LINCOLN AVENUE FORT COLLINS, CO RIDLEY USA INC 546 WILLOW STREET FORT COLLINS, CO LIN C O L N A V E N U E WILL O W S T R E E T DRAINAGE EASEMENT 30' DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC NO. _______________ UTILITY EASEMENT BY SEPARATE DOCUMENT REC NO. ____________ 26' DRIVE AISLE 26' EMERGENCY ACCESS EASEMENT EX. 10' US WEST COMMUNICATIONS EASEMENT (RECEPTION NO. 94036924) 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. Feet04040 40 80 120 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY BENCHMARK/BASIS OF BEARING: BENCHMARK: #1 City of Fort Collins Benchmark 03-00 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 BENCHMARK: #2 City of Fort Collins Benchmark 05-00 On the top of curb at the signal pole base at the Northwest corner of Linden St. and Jefferson. St. Elevation=4978.05 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' Basis of Bearings The basis of bearings is the southwesterly line of Willow Street adjacent to Blocks 8 and 9, City of Fort Collins, as bearing south 40°38'20” east, with the most northerly corner of said Block 8, monumented as a #4 rebar with a 1" yellow plastic cap, LS 14823 and the most easterly corner of said block 9, monumented as a #4 rebar with 1" blue plastic cap, PLS 38470 and with all bearings contained herein relative thereto. SILT FENCE ROCK SOCK 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED AREAS BY SEED & CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE THE LINDEN FINAL DRAINAGE REPORT, DATED MAY 21, 2025 BY EPS GROUP INC. FOR ADDITIONAL INFORMATION. 5.THE CONTRACTOR SHALL INSTALL LANDSCAPE AS SHOWN ON THE APPROVED LANDSCAPE PLANS AS WELL AS RE-ESTABLISH UNIFORM VEGETATIVE COVER IN ALL OTHER DISTURBED AREAS PER THE REQUIREMENTS OF THE PERMIT AND TO AT LEAST 70% OF PRE-DISTURBANCE LEVEL UTILIZING STANDARD NATIVE SEEDING MIXTURE OF THE JURISDICTION HAVING AUTHORITY. GENERAL NOTES: CONCRETE WASH AREA LEGEND: INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF KEYMAP 26 EROSION CONTROL NOTES: 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING TO THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE RAIN GARDEN SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 12.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE TOWN'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 16.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 17.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 18.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 19.SEE C2006 FOR CITY OF FORT COLLINS STANDARD EROSION CONTROL NOTES. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: THE LINDEN CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 2826 ER O S I O N C O N T R O L P L A N CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 2.72 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 2.20 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.52 ACRES TOTAL STORAGE/STAGING AREA 0.1 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 100% EST. PERCENT VEGETATIVE COVER 10%DENSITY EXISTING SOIL TYPE A APPROX. GROUNDWATER DEPTH 12 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS 500 (-)CU. YD. TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE 0 SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA 250 FEET CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 28 VEHICLE CONTROL TRACKING PAD VTC CONCRETE WASHOUT AREA CWA 004 27 ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES ROCK SOCK002 27 SILT FENCE SF SF SF SF CURB INLET PROTECTION IP 003 27 005 27 001 27 27 ER O S I O N C O N T R O L D E T A I L S D ELEC D T ELEC ELEC T MM TT ELEC ELECBRKRE B M TESTSTA ELEC D D D C.O. F.O.VAULT AC ACAC D D B M F.O.VAULT R R R R CABLEVAULT F.O.VAULT CABLEVAULT CABLEVAULT ELEC ELEC C TESTSTA F.O.VAULT ELEC F.O. ELEC ELEC ELEC E D D ST X X X X X X X X X X X X X X X X X X X X X X X X ST ST ST D T OS2 EXISTING 42" RCP STORM DRAIN CONNECT TO EXISTING MANHOLE OS2 0.87 ac OS3 OS4 TF UD TF OS7 0.68 ac OS6 1.03 ac OS5 OS6 OS7 PROPOSED STORM DRAIN INLET 30" RCP STORM DRAIN EXISTING STORM DRAIN OUTFALL. TO BE ABANDONED. INTERIM CONVEYANCE FOR DRAINAGE AREA IS PROVIDED BY EXISTING 24"X30" PIPE. DRAINAGE AREA TO BE SERVICED BY FUTURE STORM DRAIN B PER DOWNTOWN RIVER DISTRICT FINAL DESIGN REPORT GODINEZ DOROTHY 400 LINDEN STREET FORT COLLINS, CO RIDLEY USA INC 416 LINDEN STREET FORT COLLINS, CO MAWSON LLC 350 LINDEN STREET FORT COLLINS, CO 359 LLC 359 LINDEN STREET FORT COLLINS, CO MAWSON LLC 115 LINCOLN AVENUE FORT COLLINS, CO RIDLEY USA INC 546 WILLOW STREET FORT COLLINS, CO CITY OF FORT COLLINS LIN D E N S T R E E T LIN C O L N A V E N U E WILL O W S T R E E T CAC H E L A P O U D R E R I V E R OS3 1.04 ac OS4 0.59 ac OS5 1.08 ac R1 0.26 ac R2 0.14 ac R3 0.12 ac R4 0.12 ac R5 0.11 ac A1 0.62 ac A2 0.36 ac A3 0.16 ac A4 0.19 ac B1 0.01 ac C1 0.05 ac D1 0.05 ac OS1 0.13 ac OS1 A4 A3 A2 A1 EXISTING 24"X30" ARCHED PIPE OS8 0.68 ac PREVIOUSLY BASIN 127 DRAINAGE AREA PER DOWNTOWN RIVER DISTRICT FINAL DESIGN REPORT PREVIOUSLY BASIN 100 DRAINAGE AREA PER DOWNTOWN RIVER DISTRICT FINAL DESIGN REPORT PREVIOUSLY BASIN 126 DRAINAGE AREA PER DOWNTOWN RIVER DISTRICT FINAL DESIGN REPORT 4.2CFS ALLOWABLE RELEASE RATE PER MAWSON LUMBER PARKING DRAINAGE MEMO PREVIOUSLY BASIN 102 DRAINAGE AREA PER DOWNTOWN RIVER DISTRICT FINAL DESIGN REPORT PREVIOUSLY BASIN 122 DRAINAGE AREA PER DOWNTOWN RIVER DISTRICT FINAL DESIGN REPORT PREVIOUSLY BASIN 120 DRAINAGE AREA PER DOWNTOWN RIVER DISTRICT FINAL DESIGN REPORT PREVIOUSLY BASIN 125 DRAINAGE AREA PER DOWNTOWN RIVER DISTRICT FINAL DESIGN REPORT OS8 EXISTING 24"X30" ARCHED PIPE Q100 (ALLOWABLE) = 30.5 CFS 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. Feet05050 50 100 150 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: 1.REFER TO THETHE LINDEN FINAL DRAINAGE REPORT, DATED MAY 21, 2025 FOR ADDITIONAL INFORMATION. A LEGEND: Sheet CO L O R A D O | A R I Z O N A EP S G R O U P I N C . C O M 97 0 . 2 2 1 . 4 1 5 8 Sheet TH E L I N D E N Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 2828 DR A I N A G E E X H I B I T C2 C100 Q2 (cfs) Q100 (cfs) ft3