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Home My WebLink AboutPOWERHOUSE 2 - PDP220006 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSE. VINE DRIVEN. COLLEGE AVENUECHERRY STREET CACH E L A P O U D R E R I V E R SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRON RNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 CS1 COVER STEET1 APRIL 2022 CONTACT INFORMATION PROJECT TEAM: VICINITY MAPNORTH PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 1-00 ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DR. AND COLLEGE AVE. ELEV.=4968.74 CITY OF FORT COLLINS BENCHMARK 3-13 APPROX. 40 FT SOUTH OF THE LINDEN ST. BRIDGE OVER THE POUDRE RIVER, ON THE WEST SIDE OF LINDEN ST. , ON A STORM INLET. ELEV.=4962.27 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE WEST LINE LINE OF THE SOUTHWEST QUARTER OF SECTION 1-7-69 AS BEARING SOUTH 00° 38' 34" WEST (ASSUMED BEARING) AND MONUMENTED AS SHOWN ON PLAT. PROJECT BENCHMARKS: POWERHOUSE 2 PROJECT TEAM: Roger Sherman BHA Design Incorporated 1603 Oakridge Drive, Suite 100 Fort Collins, Colorado 80525 (970) 223-7577 Colorado State University Bryan Willson Executive Director, CSU Energy Institute 450 N College Ave. Fort Collins, CO 80524 (970) 227-5164 Northern Engineering Services, Inc. Andy Reese 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER SHEET INDEX A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR 1 CS1 COVER SHEET 2 CS2 GENERAL & CONSTRUCTION NOTES 4 EX1 EXISTING CONDITIONS & DEMOLITION PLAN 5 PV1 PAVING PLAN UTILITY SHEETS 6 OU1 OVERALL UTILITY PLAN GRADING SHEETS 7 OG1 OVERALL GRADING PLAN 8 G1 GRADING PLAN 9 G2 GRADING PLAN DRAINAGE SHEETS 10 EC1 EROSION CONTROL PLAN 11 EC2 EROSION CONTROL DETAILS 12 DR1 DRAINAGE EXHIBIT 13 FP1 FLOODPLAIN EXHIBIT PRELIMINARY CONSTRUCTION PLANS FOR E N G I N E E R N GI EHTRON RN E N G I N E E R N GI EHTRON RN 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 PROJECT LOCATION UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy----------------------------- Pat Kreager (970) 225-7840 ELECTRIC-------- City of Fort Collins Light & Power-- Cody Snowdon (970) 416-2306 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 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 APPROVED: City Engineer:Approved Sheets Date Water & Wastewater Utility Approved Sheets Date Stormwater Utility Approved Sheets Date Park Planning and Development Approved Sheets Date Traffic Operations Approved Sheets Date Environmental Planner Approved Sheets Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: Original Field Survery: Northern Engineering Services, Inc. Date: December, 2017 FIELD SURVEY BY: 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: CTL Thompson, Inc Geotechnical Investigation Proposed Improvements Powerhouse 2 Project No. FC10223-125 Date: March 14, 2022 SUBSURFACE EXPLORATION BY: I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. CERTIFICATION STATEMENT: Travel 69' ROW (min.) 42' Roadway5' Walk(min.)(min.)Pkwy. 8.5' Pkwy. 5' (min.) 8.5' 11' Util.Esmt. 9' Esmt.Util. 9' (min.)WalkTravel 11' 7' LaneBike 3'7' LaneBike 3' Bike Lane Buffer Bike Lane Buffer 2 LANE ARTERIAL w/ PARELLEL PARKING (EAST VINE DRIVE) 2 LANE COLLECTOR (JEROME STREET) (min.)Walk 99' ROW (min.) 52' Roadway 7' Pkwy. 6' (min.) 9.5' Esmt.Util. 9' Center 10' Travel 11' Travel 11' 3' LaneBike 7'3' Bike Lane Buffer Bike Lane Buffer LaneBike (min.)Walk 84' ROW (min.) 52' Roadway 7' Walk(min.)(min.)Pkwy. 10' Pkwy. 6' (min.) 10' Util.Esmt. 15' Esmt.Util. 15' Center 10' Travel 11' Travel 11' 3' LaneBike 7'3' Bike Lane Buffer 6' Bike Lane Buffer LaneBike 8' Parallel Parking (min.)Walk Pkwy. 6' (min.) 9.5' Esmt.Util. 9' 8' Parallel Parking 2 LANE ARTERIAL (EAST VINE DRIVE) PARALLEL WHERE IS THIS SECTION BEING USED? IT SEEMS LIKE THE SECTION ABOVE IS THE ONLY VINE DRIVE SECTION ON THE PLANS BASED ON THE ROW. 15' UTILITY EASEMENT REQUIRED PER LCUASS 7-3F 15' UTILITY EASEMENT REQUIRED PER LCUASS 7-3F MISSING SHEET CS3 PLEASE BE SURE THAT THE SHEET NAME AND NUMBER FROM THE INDEX MATCHES THE SHEET NAMES AND NUMBERS IN THE PLAN SET SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRON RNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 CS2 CONSTRUCTION NOTESGENERAL &2 A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Preliminary Drainage Report, dated April 18, 2022 by Northern Engineering shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 City of Fort Collins Benchmark 1-00 On a catch basin at the southeast corner of Vine Dr. and College Ave. ELEV.=4968.74 City of Fort Collins Benchmark 3-13 Approx. 40 ft south of the Linden St. bridge over the Poudre River, on the west side of Linden St. , on a storm inlet. ELEV.=4962.27 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the West line line of the Southwest Quarter of Section 1-7-69 as bearing South 00° 38' 34" West (assumed bearing) and monumented as shown on Plat. 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: 1) N/A CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. 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. 16. For additional information see separate Stormwater Management Plan / Erosion Control Report for Powerhouse 2. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage 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 Preliminary Drainage Report, dated April 18, 2022 by Northern Engineering shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City Water Detail 11A. 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. 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 ONCE ANY VARIANCES ARE APPROVED BY THE CITY, LIST THEM HERE VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC WHYD ELEC ELEC VAULT ELEC C SW C S VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC ELEC M ELEC VAULT ELECHYD T T T VAULT F.O. VAULTF.O.F.O. MMWSOMWSO D S S S S CONTROL IRR CONTROL IRR util GAS util E ELECBRKR M T S XXXXXXXXXXXXXXXXXXXXW W W W W W W W W W W W W W W W W WEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT T T T T T TXXTT WWWWWWW W W W W W W W W W W W W W W W W W W WFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXXXEEEEEEGGGGGGGWWT T TEEE WEEE E EEEEEEEEE EEEEEWWWGGGFO FO FOFOE G G W ETS S SSSSSSSSSSSSST ST ST ST ST ST STOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU GGGGGGGXE WWSWO WSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSOHUOHU D R1 R1 R1 R1 R1 R1 R2 R2 R2 R2 R2 R2 R2 R3 R3 R3 R3 R3 R3 R3 R4 R4 R4 JEROME STREET LLC, 216 E OAK ST FORT COLLINS JEROME STREET STATION LLC, 742 N COLLEGE AVE FORT COLLINS LMC VENTURES LLC, 742 N COLLEGE AVE FORT COLLINS CITY OF FORT COLLINS 405 N COLLEGE AVE FORT COLLINS MORAK KAREN LLC 622 N COLLEGE AVE FORT COLLINS CITY OF FORT COLLINS, 740 N COLLEGE AVE FORT COLLINS LAKE CANAL COMPANY EASEMENT LAKE CANAL EASEMENT PER REMOVE EXISTING MAIL BOX REMOVE EXISTING MAIL BOX REMOVE & RESET EXISTING PEDESTAL TELE. REMOVE & RELOCATE EXISTING PEDESTAL TELE. EXISTING FIRE HYDRANT REMOVED UNDERGROUND ELECTRIC UTILITY REMOVE UNDERGROUND ELECTRIC UTILITY REMOVE UNDERGROUND ELECTRIC UTILITY REMOVE UNDERGROUND ELECTRIC UTILITY REMOVE UNDERGROUND ELECTRIC UTILITY REMOVE UNDERGROUND ELECTRIC UTILITY REMOVE EX-STORM LINE (CONTRACTOR TO VERIFY EXISTENCE AND LOCATION) REMOVE EXISTING SIGN REMOVE STRUCTURE REMOVE STRUCTURE REMOVE STRUCTURE REMOVE STRUCTURE REMOVE BOLLARDS REMOVE BOLLARDS REMOVE BOLLARDS AND STEEL CABLE REMOVE BOLLARDS AND STEEL CABLE REMOVE BOLLARDS AND STEEL CABLE REMOVE BOLLARDS REMOVE BOLLARD REMOVE BOLLARDS REMOVE CONCRETE WALL REMOVE CONCRETE WALL REMOVE CONCRETE WALL REMOVE TIMBER WALL REMOVE CONCRETE WALL REMOVE EXISTING FENCE REMOVE EXISTING FENCE REMOVE EXISTING FENCE REMOVE EXISTING FENCE REMOVE UNDERGROUND TELE. UTILITY REMOVE & RELOCATE EXISTING PEDESTAL. REMOVE & RELOCATE EXISTING PEDESTAL. REMOVE & RELOCATE EXISTING PEDESTAL CABLE. REMOVE PROPANE TANK REMOVE EXISTING WATER SERVICE (SEE NOTE 4) REMOVE EXISTING WATER SERVICE REMOVE EXISTING WATER SERVICE (SEE NOTE 4) REMOVE EXISTING WATER SERVICE REMOVE STRUCTURE REMOVE EXISTING METER PIT. (SEE NOTE 4) REMOVE EXISTING CURB & GUTTER REMOVE EXISTING METER PIT (SEE NOTE 4) REMOVE EXISTING WATER SERVICE (SEE NOTE 4) EXISTING TREE TO BE PROTECTED EXISTING TREE TO BE PROTECTED EXISTING TREE TO BE PROTECTED EXISTING TREE TO BE PROTECTED EXISTING TREE TO BE REMOVED REMOVE EXISTING SIGNDEMO EXISTING 12" Ø STUMP EXISTING 30' GAS LINE EASEMENT PLUG EXISTING INVERT TO THE SOUTH. REMOVE/ABANDON 12" SEWER SOUTH OF MANHOLE REMOVED UNDERGROUND ELECTRIC UTILITY REMOVE & RE-USE EXISTING STREET LIGHT REMOVE APPROXIMATELY 65' OF EXISTING CURB & GUTTER 100 YR FLOOD PLAIN (CURRENT EFFECTIVE) EXISTING 10' UTILITY EASEMENT EXISTING 10' UTILITY EASEMENT 100 YR FLOOD PLAIN (CURRENT EFFECTIVE) EAST VINE DRIVE JEROME STREETNORTH COLLEGE AVENUELAKE CA N A L SAN MH RIM=4963.99 INV IN=4956.45 (NW) INV OUT=4955.88 (S) SAN MH RIM=4961.59 INV IN=4955.31 (NW) INV OUT=4955.27 (S) STORM MH IN BOX RIM=4966.73 INV OUT=4961.91 REMOVE EX- STORM INLET RIM=4961.74 INV OUT=4959.77 (E) REMOVE EX-STORM INLET RIM=4961.00 INV IN=4959.31 (W) INV OUT=4959.14 (E) REMOVE EX-STORM INLET RIM=4959.81 INV IN=4958.42 (W) INV OUT=4958.42 (S) STORM INLET RIM=4959.60 SAN MH RIM=4961.59 INV IN=4955.49 (N) INV OUT=4955.31 (SE) EX-INLET BOX w/SUMP FL ELEV. = 4959.10 INV. OUT = 4956.60 (S) 18" RCP EXISTING UTILITY EASEMENT TO BE VACATED REMOVED EXISTING LIGHT REMOVED EXISTING LIGHT REMOVE EXISTING FENCE EX SSMH RIM 4964.0 ± INV. IN 4958.97 (N) INV. OUT 4958.77 (S) EX SSMH RIM 4964.5 ± INV. IN 4957.66 (N) INV. OUT 4957.48 E) 60' CANAL EASEMENT EXISTING 30' GAS LINE EASEMENT EXISTING GAS LINE END REMOVE/ABANDON 12" SEWER CAP SEWER LINE FOR PROPOSED SERVICE TIE IN. REMOVE & RE-USE EXISTING STREET LIGHT REMOVE & RE-USE EXISTING STREET LIGHT REMOVE & RE-USE EXISTING STREET LIGHT EDGE OF PROPOSED SAW CUT EXISTING CURB, GUTTER,TO BE REMOVED AND REPLACED EDGE OF PROPOSED SAW CUT SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRON RNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 EX1 DEMOLITION PLANEXISTING CONDITIONS &4 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 R1 STRUCTURE (HOUSE, BARN, SHED & SILO) TO BE REMOVED & DISPOSED OF OFF SITE, ACCORDING TO ALL LAWS & REGULATIONS. FENCE TO BE REMOVED AND DISPOSED OF OFF SITE. OVERHEAD UTILITIES & POLES SHALL BE REMOVED, & RELOCATED. COORDINATE WITH UTILITY OWNER PRIOR TO REMOVAL. GAS SERVICE SHALL BE REMOVED & DISPOSED OF OFF SITE. COORDINATE WITH UTILITY OWNER PRIOR TO REMOVAL. PROJECT DEMOLITION NOTES R2 R3 NORTHERN ENGINEERING DATED: OCTOBER 25, 2019 FIELD SURVEY BY: R4 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) 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 TREES (TO BE REMOVED) 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. EXISTING WATER AND WATER SEWER SERVICES SHALL BE REMOVED OR ABANDONED AT THE MAIN PER CITY REQUIREMENTS. 5. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. EXISTING OVERHEAD UTILITY APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL PROPOSED SAWCUT APPROXIMATE AREA OF GRAVEL/DIRT REMOVAL OHU 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 ANY ABANDONED UTILITIES SHOULD BE REMOVED FROM THE PROPOSED ROW AND UTILITY EASEMENTS T VAULT F.O. VAULTF.O.F.O. CONTROL IRR CONTROL IRR GAS XXXXXXOHUOHU6' SIDEWALK6' SIDEWALK 17' 24' 17' 9'17' 9' 9' 24' FL-FL 24' 17'9' PROPOSED CURB RAMP 12' CITY TRAIL 12' CITY TRAIL PROPOSED CURB RAMP PROPOSED CURB RAMPPROPOSED CURB RAMP PROPOSED 8' CONCRETE PAN 9'17' 17'9'17' 9' 9' 17' PROPOSED CURB RAMP24'5' ADA RAMP 5' ADA RAMP 5' ADA RAMP 5' ADA RAMP PROPOSED STAIRS 11.75' SIDEWALK26.74' SIDEWALK11.69' SIDEWALK6' SIDEWALKEAST VINE DRIVENORTH COLLEGE AVENUEEXISTING 30' GAS LINE EASEMENT PROPERTY BOUNDARY 100 YR FLOOD PLAIN (CURRENT EFFECTIVE) EXISTING 10' UTILITY EASEMENT EXISTING 10' UTILITY EASEMENT EXISTING 30' UTILITY & DRAINAGE EASEMENT LAKE CANAL EASEMENT WIDTH VARIES UTILITY YARD EXISTING TREE (TYP.) PROPOSED JEROME STREET CONNECTION & BRIDGE LAKE C A N A L 17'9' 24' PROPOSED 10' CONCRETE PAN PROPOSED 10' CONCRETE PAN PROPOSED CURB RAMP 6' 8' SIDEWALK 6' SIDEWALKPROPOSED BUILDING 100 YEAR FLOOD PLAIN (CURRENT EFFECTIVE) 9'17' 9' 17' 9' 17' 9' 24'JEROME STREETJEROME STREET LLC, 216 E OAK ST FORT COLLINS JEROME STREET STATION LLC, 742 N COLLEGE AVE FORT COLLINS LMC VENTURES LLC, 742 N COLLEGE AVE FORT COLLINS CITY OF FORT COLLINS 405 N COLLEGE AVE FORT COLLINS MORAK KAREN LLC 622 N COLLEGE AVE FORT COLLINS 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT 50' CITY TRAIL EASEMENT 50' CITY TRAIL EASEMENT PROPOSED 18" VERTICAL CURB & GUTTER CITY OF FORT COLLINS, 740 N COLLEGE AVE FORT COLLINS PROPOSED 8' CONCRETE PAN PROPOSED BUS STOP 30' CANAL EASEMENT PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER 11 1 1 1 1 1 1 2 2 2 22 22 3 3 3 9' UTILITY EASEMENT 9' UTILITY EASEMENT LAKE CANAL EASEMENT WIDTH VARIES 8' 4 4 PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED 30" CURB & GUTTER PROPOSED 30" CURB & GUTTEREXISTING 30" CURB & GUTTER EXISTING 30" CURB & GUTTER EXISTING 30" CURB & GUTTER EXISTING 30" CURB & GUTTER PROPOSED OUTDOOR CLASS ROOM FLUSH CURB 11 PROPOSED CURB CUT & RIPRAP RUN DOWN FLUSH CURB PROPOSED BIKE RACKS (TYP.) 23' SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRON RNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 PV1 PAVING PLAN5 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EASEMENTS NOTES: 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 4. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 5. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 6. REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE ASPHALT PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: CONCRETE PAVING GRAVEL PARKING SITE SIGN LEGEND 1LANEFIRE NOPARKING RESERVEDPARKING 2 P0TS 3 4 25.06' CONCRETE FLATWORK 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 CRUSHER FINES IF YOU ARE DEDICATING RIGHT-OF-WAY (ROW) ALONG VINE DRIVE TO HAVE 50' WIDTH ALONG THE NORTH SIDE OF VINE, THEN THIS PROPERTY BOUNDARY WILL CHANGE. THE PROPERTY BOUNDARY AND ROW LINE ARE ONE IN THE SAME. PLEASE REVISE TO THE CORRECT PROPERTY BOUNDARY, CONSIDERING THE ROW DEDICATIONS THAT ARE A REQUIRED PART OF THIS PROJECT. THIS WILL BE THE PROPERTY BOUNDARY AFTER ROW DEDICATION BIKE PARKING CANNOT BE PLACED IN THE ROW. IF THE BIKE PARKING IS MOVED TO BE JUST BEHIND THE ROW, THE BIKE PARKING MUST BE ORIENTED SO THAT THE BIKES DO NOT ENCROACH IN THE ROW WHEN PARKED. ADDITIONAL PARKWAY NEEDED? 5'-3/4" 5'-3/4" HOW WILL THE DRIVE AISLE BE DELINEATED IN THIS AREA? WILL IT BE STRIPED? THIS IS PUBLIC SIDEWALK, THEREFORE IT EITHER NEEDS TO BE CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY, OR IT NEEDS TO BE WITHIN A PUBLIC ACCESS EASEMENT. IF THE SIDEWALK REMAINS WHERE IT IS, THE PUBLIC ACCESS EASEMENT SHOULD BE DEDICATED ON THE PLAT. IS THERE A REASON WHY THIS SIDEWALK IS BEING PULLED SO FAR BACK FROM WHERE IT IS CURRENTLY CONSTRUCTED? MORE COORDINATION WITH CITY DEPARTMENTS IS NEEDED. ON-STREET PARKING MAY NOT BE FEASIBLE HERE. VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELECHYD ELEC ELEC VAULT ELECHYDTVAULT F.O. VAULTF.O.F.O. D S S S S CONTROL IRR CONTROL IRR GAS ELECBRKR T S W W W W W W W W W W W W W W W W W WEEEEEEEEEEEEEEEEEEEEEEEEEEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT T T T T T T T T WWWWWWW W W W W W W W W W W W W W W W W W W WFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXXXGGGGGGGEEEEEFO FO FOFO S S SSSSSSSSSSSSGGGGGGGXE WWSWO WSSS SSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSOHUOHU D S W F G UGE UGE UGE UGE T UD UD UD UD UD UD UD UD PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED BUILDING CONNECT TO EXISTING STORM INLETNORTH COLLEGE AVENUEJEROME STREETPROPOSED 6" FIRE CONNECTION PROPOSED 3" WATER SERVICE AND METER PIT PROPOSED FES (TYP.) PROPOSED SANITARY LINE LAKE CA N A L EXISTING 30' GAS LINE EASEMENT EXISTING 10' UTILITY EASEMENT EXISTING 10' UTILITY EASEMENT EXISTING 30' UTILITY & DRAINAGE EASEMENT LAKE CANAL EASEMENT WIDTH VARIES 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT 50' CITY TRAIL EASEMENT 50' CITY TRAIL EASEMENT PROPOSED 8' CONCRETE PAN PROPOSED 10' CONCRETE PAN PROPOSED 10' CONCRETE PAN AREA INLET (TYP.) TYPE R INLET JEROME STREET LLC, 216 E OAK ST FORT COLLINS JEROME STREET STATION LLC, 742 N COLLEGE AVE FORT COLLINS LMC VENTURES LLC, 742 N COLLEGE AVE FORT COLLINS CITY OF FORT COLLINS 405 N COLLEGE AVE FORT COLLINS MORAK KAREN LLC 622 N COLLEGE AVE FORT COLLINS PROPOSED ELECTRICAL TRANSFORMER CONNECT TO EXISTING GAS LINE PROPOSED GAS SERVICE PROPOSED POND OUTLET STRUCTURE AREA INLET CITY OF FORT COLLINS, 740 N COLLEGE AVE FORT COLLINS EXISTING 6" WATER EXISTING WATER PROPOSED BUS STOP EXISTING 21" SANITARY SEWER EXISTING 21" SANITARY SEWER 100-YR FLOODPLAIN (CURRENT EFFECTIVE) EXISTING 8" WATER EXISTING FIRE HYDRANT PROPOSED 10' TRAIL EXISTING 8" WATER EXISTING 21" SANITARY SEWER EXISTING 12" SANITARY SEWER 30' CANAL EASEMENT PER BRUSH MOBILE HOME P.U.D. EXISTING 10" SANITARY SEWER EXISTING 18" STORM EXISTING 24" STORM 100-YR FLOODPLAIN (CURRENT EFFECTIVE) 100-YR FLOODPLAIN (CURRENT EFFECTIVE) 100-YR FLOODPLAIN (CURRENT EFFECTIVE) 100-YR FLOODPLAIN (CURRENT EFFECTIVE) EAST VINE DRIVE PROPOSED RAIN GARDEN PROPOSED RAIN GARDEN PROPOSED RAIN GARDEN TYPE R INLET PROPOSED OUTDOOR CLASS ROOM TYPE R INLET PROPOSED MANHOLE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED RAIN GARDEN SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRON RNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 U1 UTILITY PLAN6 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 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 UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, 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 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 MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10. ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED UNDERDRAIN UD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow.before you dig.Call R 12'-0" THE TRAIL IS DRAWN AT 12'-0". PLEASE CORRECT LABEL ON ALL APPLICABLE SHEETS RAIN GARDENS NOT PERMITTED WITHIN THE UTILITY EASEMENT T D CONTROL IRR CONTROL IRR GAS XXXXXXOHUOHUD JEROME STREET LLC, 216 E OAK ST FORT COLLINS EAST VINE DRIVENORTH COLLEGE AVENUEJEROME STREETJEROME STREET STATION LLC, 742 N COLLEGE AVE FORT COLLINS LMC VENTURES LLC, 742 N COLLEGE AVE FORT COLLINS CITY OF FORT COLLINS 405 N COLLEGE AVE FORT COLLINS MORAK KAREN LLC 622 N COLLEGE AVE FORT COLLINS PROPOSED BUILDING (SEE SHEET G1 - G2 FOR DETAILED GRADING) PROPOSED POND OUTLET STRUCTURE CITY OF FORT COLLINS, 740 N COLLEGE AVE FORT COLLINS S W G UD UD UD UD UD UD UD UD EXISTING 30' GAS LINE EASEMENT 100 YR FLOOD PLAIN (CURRENT EFFECTIVE) EXISTING 10' UTILITY EASEMENT EXISTING 10' UTILITY EASEMENT EXISTING 30' UTILITY & DRAINAGE EASEMENT LAKE CANAL EASEMENT 100 YEAR FLOOD PLAIN (CURRENT EFFECTIVE) 50' CITY TRAIL EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT LAKE CANAL EASEMENT FFE=4968.80 DETENTION POND PROPOSED RAIN GARDEN PROPOSED RAIN GARDEN PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED OUTDOOR CLASS ROOM PROPERTY BOUNDARY PROPOSED RAIN GARDEN PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED RAIN GARDEN 30' LAKE CANAL EASEMENT SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRON RNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 13 OG1 GRADING PLAN7 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5. LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0%(47.45)EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK PROPOSED UNDERDRAIN UD KEYMAP T GAS G1 G2 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 R4'-7 3/4"3'-1 3/4"POND GRADING IN THE EASEMENT SHOULD BE 6H:1V OR FLATTER. NO PONDING CAN OCCUR WITHIN THE EASEMENT. THIS APPLIES TO ALL STORMWATER DEVICES