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HomeMy WebLinkAboutDocument Markups - Utility Plan - 06/04/2025 PRELMINARY UTILITY PLANS FOR UPLIFT SELF STORAGE AT RUDOLPH FARM LOT 11 , RUDOLPH FARM LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO LEGAL DESCRIPTION LOT 11, RUDOLPH FARM SUBDIVISION d - BASIS OF BEARINGS MULBERRY ST. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF THE SOUTHWEST-!OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., ASSUMED TO BEAR S89°38'43"E. RU DOLPH FARM PROJECT SITE BENCHMARK PROJECT DATUM: NAVD88 SITE CITY OF FORT COLLINS BENCHMARK NO.27-01 NORTHEAST CORNER OF C.R. 5 AND E. PROSPECT ROAD, ON THE END BLOCK OF A 151,DIAMETER STEEL PIPE. PROSPECT R ELEV.=4918.13 N CITY OF FORT COLLINS BENCHMARK NO.47-01 W SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS 1-25, ON THE WEST END OF THE PARAPET WALL TO THE BRIDGE(B 16 AM)OVER 1-25, ON A DEPT OF HIGHWAYS BRASS CAP. ELEV.=4934.13 W PLEASE NOTE:THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING Qf DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM(PRIOR TO CITY OF FORT COLLINS Lij datum)FOR THEIR VERTICAL DATUMS. Z IF NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM)IS REQUIRED FOR ANY ~ PURPOSE,THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM)=NAVD88-3.18' 011 HORSETOOTH RD. VICINITY MAP NORTH 1"=1000' SHEET INDEX 1 C1.1 COVER SHEET 2 C1 .2 GENERAL AND CONSTRUCTION NOTES 3 C1.3 EXISTING CONDITIONS PLAN 4 C1.4 OVERALL GRADING PLAN 5 C1 .5 OVERALL UTILITY PLAN E o- n N I LO N O N N City of Fort Collins, Colorado PROJECT CONTACTS: UTILITY PLAN APPROVAL 3 APPLICANT OWNER UPLIFT DEVELOPMENT GROUP, LLC PACIFIC NORTH ENTERPRISES LLC APPROVED P.O. BOX 153607 900 CASTLETON RD., SUITE 118 City Engineer Approved Sheets Date LUFKIN, TX 75915 CASTLE ROCK, CO 80109 APPROVED PHONE: (970) 420-1521 CONTACT: BRYAN BYLER Water&Wastewater Utility Approved Sheets Date tony@upliftdg.com PHONE: (303) 955-5291 bryan@pacificnorthen.com APPROVED U Stormwater Utility Approved Sheets Date o PLANNER ENGINEER ARCHITECT LANDSCAPE ARCHITECT APPROVED v APERIO PROPERTY CONSULTANTS LLC KELLY DEVELOPMENT SERVICES LLC VFLA ARCHITECTURE & INTERIORS SACRED SOIL DESIGN Park Planning and Development Approved Sheets Date i 4032 DEFOE ST. 9301 SCRUB OAK DR. 419 CANYON AVE., SUITE 200 P.O BOX 1226 STRASBURG, CO 80136 LONE TREE, CO 80124 FORT COLLINS, CO 80521 LITTLETON, CO 80160 APPROVED CONTACT: AARON THOMPSON CONTACT: GREG KELLY CONTACT: INNES HENDERSON CONTACT: RON ATCHISON Traffic Operations Approved Sheets Date PHONE: (303) 317-3000 PHONE: (303) 888-6338 PHONE: (970) 224-1191 PHONE: (303) 335-7980 i aaron@aperiopc.com greg@kellydev.com ihenderson@s2arch.com sacredsoil@msn.com APPROVED vfi Environmental Planner Approved Sheets Date a 04 r` CAUTION NOTICE TO CONTRACTORS # DATE REVISION DESCRIPTION BY SHEET NUMBER THE CONTRACTOR IS SPECIFICALLY PREPARED FOR: � CAUTIONED THAT THE LOCATION AND/OR IL KELLY SELF STORAGE o • • , • ELEVATIDN OF EXISTING UTILITIES AS SHOWN KELLY DEVELOPMENT SERVICES, LLC ON THESE PLANS IS BASED ON RECORDS OF UPLIFT DEVELOPMENT, LLC THE VARIOUS UTILITY COMPANIES AND, TONY OLLILA AT RUDOLPH FARM 9301 SCRUB OAK DR C1 1 WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT LONE TREE, CO 80124 E TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUCH CALL 811 791 COPPER CENTER PARKWAY 303-888-6338 0) ° AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD OLORADO SPRINGS. COLORADO 80921 project no. 2109.01 drawn by SHEET 1 of 5 -0o � LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE PH: 970-420-1521 date 2/12/2025 — 2: 43 pm designed by COVER SHEET greg@kellydev.com PROJECT NUMBER c m 'o CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH THE FAX: "o PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS . dwg. 01 — C1.1 — Cover sheet.dwg approved by 2207.01 A. GENERAL NOTES CONSTRUCTION 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 A. Grading and Erosion Control Notes Standards and applicable state and federal regulations. Where there is conflict between these plans and the 1. The erosion control inspector must be notified at least twenty-four(24) hours prior to any construction on this site. 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. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All 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 other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project 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. schedule, construction plans, and erosion control report. 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 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property 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 sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control 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 facilities shown herein. all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to 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 the area(s) required for immediate construction operations, and for the shortest practical period of time. specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.)shall be kept in a roughened 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 condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas 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. outside project street rights-of-way shall remain exposed by land disturbing activity for more than fourteen (14)days before required temporary or 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 permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City. 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 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: 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 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 on these plans. order to ensure the continued performance of their intended function. 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. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. 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 C. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. modification(s) must be approved by the City of Fort Collins prior to beginning construction. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and 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 debris from all drainage infrastructure and other public facilities. 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. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights 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 of way, and make sure streets and walkways are cleaned at the end of each working day. 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. 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 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 cause their release into any waters of the United States. prior to installation of the water lines and dry utilities. 11. No soil stockpile shall exceed ten (10)feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, 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. watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 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, 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and irrigation ditch or any waters of the United States. before turning the maintenance over to the City or Homeowners Association (HOA). 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 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any Division, (303)692-3590), the Storm Water Management Plan, and the Erosion Control Plan. pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, 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 chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the responsibility of the property owner(s). proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 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 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 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 and located at least fifty (50)feet away from any waterway during construction. Upon completion of construction activities the concrete washout 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 material will be removed and properly disposed of prior to the area being restored. allowed prior to certification per the Development Agreement. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement 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 whatever measures are determined necessary, as directed by the City. 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 16. For additional information see separate Stormwater Management Plan/ Erosion Control Report for Rudolph Farm. storm drainage facilities in the development. 17. A vehicle tracking control pad shall be installed whenever it is necessary for construction equipment, including but not limited to personal vehicles 19. All recommendations of the Final Drainage Report, dated May 17, 2023 by Northern Engineering shall be followed and implemented. 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 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 stockpiles, staging areas, construction materials, concrete washouts areas, and/or building sites. 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 B. Street Improvement Notes 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. 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. 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. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for 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 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 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 shall be submitted for approval prior to placement of any asphalt. 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 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 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 create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can installation. be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 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 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 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 subgrade has been inspected and approved by the City of Fort Collins Engineer. 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 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 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 are not allowed. 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. 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 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 street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 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 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay 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. 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 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, cut the new asphalt overlay work. 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 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 building connections. as per the Right-of-Way Work Permit traffic control plan. 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. 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 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 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. Regulations in force at the time of final plat approval. 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 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. depth section is proposed)or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll"will be required. 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, 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 Excavating and Trenching. 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 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, 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 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 Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be be required by the construction activities. notified at least 24 hours prior to the "proof roll."All "proof rolls" shall be preformed in the presence of an Inspector. 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. C. Traffic Signing and Pavement Marking Construction Notes 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, 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 the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. Construction Notes listed here. 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 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. holidays, unless there is prior written approval by City of Fort Collins. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 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 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. provided, installed, or constructed, unless specifically noted otherwise. 5. All lane lines for concrete pavement should be epoxy paint. 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 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement dimension on the as-built record drawings. of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 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 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. and extension agreements needed for the job. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 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 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. Designer and the City of Fort Collins Engineer immediately. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the City of Fort Collins' Inspector at 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 all times. Upon completion of the work, the contractor(s)shall submit record drawings to the City of Fort Collins Engineer. during the field inspection must be corrected before the 2-year warranty period will begin. 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 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. F information shall be as follows: 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. PROJECT DATUM: NAVD88 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 City of Fort Collins Benchmark NO. 27-01, Northeast corner of C.R. 5 and E. Prospect Road, on the end block of a 15" diameter steel pipe. Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an N ELEV.=4918.13 unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the City of Fort Collins Benchmark NO. 47-01,South side of Prospect Road where it intersects 1-25, on the west end of the parapet wall to the bridge (B 16 AM) over 1-25, on a Dept of requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). oHighways brass cap. 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. N ELEV.=4934.13 16. Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs, or call the N Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (prior to City of Fort Collins datum)for their vertical City Traffic Division to have them removed. datums. If NGVD29 unadjusted datum (prior to City of Fort Collins datum) is required for any purpose, the following equation should be used: 17. No "Reset" anchors, posts, signs, and/or delineators will be accepted. NGVD29 unadjusted datum (prior to City of Fort Collins datum) = NAVD88- 3.18' 18. All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS Criteria. Basis of Bearings 3 The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38'43" East (assumed bearing) and monumented as shown on Plat. 41. All stationing is based on centerline of roadways unless otherwise noted. D. Storm Drainage Notes The Oct. 11, 2024 dated report is the approved report. 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 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of z 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 lease update and to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 2. All recommendations of the Final Drainage Report, dated October 11, 2024 bv Northern Engineering shall be followed and implemented. reference drainage 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 ment report for this project 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 least two weeks prior to Stormwater Utility Department acceptance, or otherwise in accordance with the Development Agreement. 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 4. See City of Fort Collins Stormwater Criteria Manual -Appendix F Construction Control Measures Standard Notes and Standard Erosion Con rol 0` 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 Notes. 5 and/or the City of Fort Collins Inspector at the time the cuts are made. 1 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 o as required by these plans. 0 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. j 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 o private streets: N.A. 48. Approved Variances are listed as follows: 1) none CL 0 04 CAUTION NOTICE TO CONTRACTORS i THE CONTRACTOR IS SPECIFICALLY # DATE REVISION DESCRIPTION BY SHEET NUMBER o , . ; CAUTIONED THAT THE LOCATION AND/OR PREPARED FOR: UPLIFT SELF STORAGE KELLY DEVELOPMENT SERVICES LLC ELEVATION OF EXISTING UTILITIES AS SHOWN 0- ON THESE PLANS IS BASED ON RECORDS OF UPLIFT DEVELOPMENT, LLC 9301 SCRUB OAK DR THE VARIOUS UTILITY COMPANIES AND C1 . 2 ' TONY OLLILA AT RUDOLPH FARM WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT 791 COPPER CENTER PARKWAY LONE TREE, CO 80124 E TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUCH CALL 811 303-888-6338 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD OLORADO SPRINGS. COLORADO 80921 project no. 2109.01 drawn by SHEET 2 Of 5 LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE PH: 970-420-1521 date 2/12/2025 - 2: 43 pm designed by GENERAL AND CONSTRUCTION NOTES greg@kellydev.com PROJECT NUMBER 'o CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH THE FAX: "o PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS . dwg. 02 - C1.2 - General Notes.dwg approved by 2207,01 41 1 � I 9 UTILITY 9 JG 2 EASEMENT - \ III PLAN KEY NOTES (TO BE CONSTRUCTED BY OTHERS - RUDOLPH FARM INF. FDP) CURB AND GUTTER/STREET SECTION SIDEWALK 20 3 STREET LIGHT � ® STORM SEWER R=558.00 %yy / 5 � � � / � WATER MAIN L=585.28' Ch13=N30°03`30"E //i / �� © SANITARY SEWER MAIN ChL=558.81'/ 4/ / / 7 - � LOT 10 / � o � �, N O NON POTABLE IRRIGATION 2 \ ® UNDERGROUND ELECTRIC I \ I \ / i / I I I o I l / ; � \ o � �� � , � V III ' \ I I T z \ 46 ; Z ACD PROSPECT MIDDLE/HIGH SCHOOL LOT 3 9,7 LOT 11 133,572 SF (3.07 AC) 4 \\\\ \\ 8 \\\�� � \� m N 5 h TRACT J 1 1I / ' ���/� I I 1 � 6 � CQ � o ICI REGIONAL I� �� DETENTION/WATER QUALITY POND 2 II � � I U I N J I I I I m � NI I I _ I I I I I I L 49/4 W I I Ln =� I I N 4 Z I J I I O N J / � III 4 _ mP N � — — m � 0 �- - 4916 - - - II _ - - - _ _ — N — 49�7 m � I / z I\ — _ _ _ - - - 4918 - - J III —NP= / / X I 4919 6 o NP- - N 89°59'24" W 126.72' - — — — 4979 — — — I TRACT K N — =4P w _ _ _ 1� � v - \ 1 I m - 4917 _ \ - 4916 _ _ I — - — ' — 49� NORTH m — h GRAPHIC SCALE / I 4915 — I\_ _ _ � — 30 0 15 30 0 4910 I °' I I I — - 4909= \ — �v — — c i - = 491 - I i 'i / i \ 1 INCH = 30 FEET LZ u� z � N CAUTION NOTICE TO CONTRACTORS # DATE REVISION DESCRIPTION BY SHEET NUMBER g THE CONTRACTOR IS SPECIFICALLY PREPARED FOR: CAUTIONED THAT THE LOCATION AND/OR o UPLIFT SELF STORAGE�r -_- ---• -°y � � o KELLY DEVELOPMENT SERVICES, LLC � 110I Cil't. 1 ELEVATION OF EXISTING UTILITIES AS SHOWN z ra ON THESE PLANS IS BASED ON RECORDS OF UPLIFT DEVELOPMENT LLC C 1 3 r% THE VARIOUS UTILITY COMPANIES AND, 0 AT RUDOLPH FARM 9301 SCRUB OAK DR WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TONY OLLILA LONE TREE, CO 80124 TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUCH CALL 811 791 COPPER CENTER PARKWAY 303-888-6338 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD OLORADO SPRINGS. COLORADO 80921 or no. 2109.01 drawn by SHEET 3 of 5 EXISTING CONDITIONS PLAN greg@kellydev.com LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE PH: 970-420-1521 date 2/12/2025 - 2: 42 pm designed by PROJECT NUMBER 1 CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH THE FAX: PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS . dwg. 03 — C1.3 — Existiing Conditions Plan.dwg approved by 2207.01 0 \ \ / 41 4921 / 0K, JG� 9' UTILITY EASEMENT 13) 0)00ti � cy 0=60°0548 LEGEND� � r/ �� � �/ / �/ �, / J�' / I I // J 6 - -- / /< /// PROPOSED EXISTING R=558.00 / L=585.28' n, / / / / 9' UTILITY ChB=N30°03'30"E EASEMENT _ _ • d \ ChL=558.81' // \ / / / PROPERTY LINE l 4, R.O.W. LINE \ LOT 10 / // / \ 20.12 / / r / / 20.37 • `� q d o / / 20 /\ N JC9� EASEMENT I d W I I STORM INLET C STORM MANHOLE S D 19 07 STORM PIPE - - - - - - - - ° 20.19 / � � � I 19.00(MX), / � /e-d' HP 0/ � � oho - ° � 5460 MAJOR CONTOUR 5460 CD 19.83HP / "" � 6 o MINOR CONTOUR 5467 �9.81' / d. o 1.0% SLOPE/GRADE _ 19.75 19.81�/ ° / !�� 6 I SPOT ELEVATION 1986 - \ 4920 - ' - 9 Qr - I 49206_S,6�T$O\ � 19.25'19.95� 00 2037�I ' \ I EkA4ED / / o ° °e $ _ I FFE:?0 CD CD \ / \ \ / 19 what are the ? � / �` d ° r I .17 4 I � Q�) \ \ 20.32 /N Gqu� I c i ii I J I / \ I a �. :a I PROSPECT / 117 O� �1 / , ` \ b MIDDLE/HIGH �� CD SCHOOL III CD I CD LOT 3 V I I u� j LOT 11 -// I Q III \ LLJ - ��� � � I / A 133,572 SF m \ w �ACD VI ��3.07 AC) ° a � eb° - / I I \ 4 �'1 18.50LP I I I \ BUILDI 1 I LOT 11 34, 133,572 SF 01 075 SF FO INT ` 1 102,225 S 7F 3-STOR C I ° 0)., I (3.07 AC) I / / TRACT J1 FFE:2 . I °4a II III III = I I I II I I II I n I 1.Cb OFFICE) � IL-17) � FCI 15.� text over text I I o I IIIII I I I, I I I I I 34BUILD GP INT75 SF FO I I 0)REGIONAI 102,225S F O a 3-STOR TIP e 19.55 IETEN I l i d Ia N 19.71"� I I I ' I N I I c I I O 1 1 J SE DE/ IL� N PA - �- Q/ a I NLC c� -�/ q _� �_ - I c _ P - -_=0'\ 19.62 - O o d- m I d 18.82 d text over text I 1_ 18.95 19.04 4 19. 5 dam- d please label ramp slopes 1889 a°° / 18.46 - a. 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I o - THE VARIOUS UTILITY COMPANIES AND, TONY OLLILA AT RUDOLPH FARM 9301 SCRUB OAK DR WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT LONE TREE, CO 80124 o TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUCH CALL 811 791 COPPER CENTER PARKWAY 303-888-6338 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD OLORADO SPRINGS. COLORADO 80921 project no. 2109.01 drawn by SHEET 4 of 5 OVERALL GRADING PLAN greg@kellydev.com LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE PH: 970-420-1521 date 2/12/2025 - 2: 40 pm designed by PROJECT NUMBER o CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH THE FAX: o PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS . dWg. 04 - C1:4 - Overall Grading Plan.dwg approved by 2207.01 FIRE HYDRANT-65' NORTH OF DRIVE ENTRANCE 3 4 / J / UTILITY IMPROVEMENTS (BY OTHERS) /�� / STORM SEWER TYPE R INLET / / \ FIRE HYDRANT I O 8" PVC SANITARY SEWER MAIN SANITARY SEWER MANHOLE 9' UTILITY //�EASEMENT / � 6 NON-POTABLE IRRIGATION / �Cc / // Jew O7 12"WATER MAIN / / f UNDERGROUND ELECTRIC POND 2 - DETENTION AND WATER QUALITY POND ELECTRIC VAULT `41;;r �• / �/ \ o LOT 10 8 / cy� 1 // // 4g' / �i \ CD I I _ /� PROSPECT MIDDLE/HIGH 21.07-LF -6" D.I.P. SCHOOL 8 // FIRE LINE LOT 3 FIRE HYDRANT 133,572OSF 3.07 AC 72.45-LF -4 SDR35 PVC @ 18.3/o 110-LF 12" HDPE ROOF DRAIN LEADER @ 0.50% LEGEND (Z I BUILDING A PROPOSED EXISTING 41 I/ 34,075 SF FOOTPRINT 4" 2-WAY 102,225 SF GFA PROPERTY LINE C.Q. 3-STORY CC / R.O.W. LINE - a ' FFE:20.45 2-TRIPLE TYPE 16 INLETS 44 4" SDR35 PVC / GR. EL.=18.50 — — EASEMENT INV. EL.=16.75 30" INV. OUT (S)=15.85 — — SIGHT TRIANGLE I / SECTION LINE - III GAS GAS LINE GAS I a 5 63.60-LF "' 6" D.I.P. UGT UNDERGROUND TELEPHONE m I w FIRE LINE Z I \ FO FIBER OPTIC FOT 1 I I I I w 26.41-LF ^4"TYPE K COPPER 6' O STORM MH 32-LF - 15" HDPE CTV UNDERGROUND GABLE CTV s„ WATER SERVICE ROOF DRAIN LEADER 1.00% FIRE HYDRANT Og 39.16-LF -a TYPE K COPPER I I / RIM EL.=19.65 @ / W Y WATER MAIN WATER SERVICE I I / OFFICE EX. 6V INV. OUT(W)=(13.35) / WATER METER I I w WATER SERVICE NWIX Ml W — / f 16.65-LF - 30a RCP WATER VALVE rt — STORM SEWER @ 0.70/ IRRIGATION PIPE IRT _ 0 TRANSFORMER IT] 0 15 2 i - I i / - Li i— — —. uGE UNDERGROUND ELECTRIC UGE zz l m 1 i I I I / OHE OVERHEAD ELECTRIC OHE 3 5'TYPE R INLET LIGHTPOLE W N I BOC EL.=19.65 P w I . IE ( ) I 30" INV. =13.73 / POWER POLE c - 18 INV. IN (S)=13.73 SS SANITARY MAIN " — SS I _- / / 134.50-LF - 30" RCP O SANITARY CLEANOUT o m 15'TYPE-R-I-NLEL _ P — _ 30 INV. OUT (N)=13.58 STORM SEWER @ 0.50% Z E Z (BY OTHERS) SANITARY MANHOLE O N 3 30" INV. OUT W =13.06 \ 205.12-LF -- 30" RCP / a a l I ( ) 24" INV. IN (E)=13.21 6 I L I 30 0 STORM SEWER 0.63% SS O SANITARY SERVICE SS - �� PQ X3 ` @ STORM INLET C I w R-r / 6 I m 1.55-2LF - 18" RCP CNERE SD STORM MANHOLE SD � N 1 LF I r I TORM SEWER @ 1.00% � � 0 12" HDPE STORM PIPE - _ - 1- N --- z I —UGE— - GE w IUE— ` ROOF DRAIN LEADER @ 0.50% BACK OF CURB U N 10 s �. - _ - - CONCRETE HATCH m 3. I a"WATER METER T _ I TRANSFORMER EDGE OF PAVEMENT / PAN I FLOWLINE LU m a I I 5' TYPE R INLET SIDEWALK z BOC EL.=19.06 / SIDEWALK HATCH U I 18" INV. OUT (N)=14.05 -- / ��/ PAVEMENT MARKING d, � I TRAFFIC SIGN + - - BOLLARD ci I N 89°59'24" W 126.72' -- /� m %, °� � VD LIGHT POLE i — 5'TYPE R INLET NP _ — — — — — �a Qv I - — BOC EL.=18.933: Ln 0 MONUMENT SIGN C -° 4" NON-PO -- -- U Q — — TABLE I - d 30" INV. IN (N)=15.18 IRRIGATION METER - 30" INV. OUT (NW)=15.03 3 u,' — — . NHBZ BOUNDARY m -6 � N TRACT K W - NORTH _ 222.85- ------ GRAPHIC SCALE z m - - - 20 0 10 20 z � c 1 INCH = 20 FEET m ° DATE REVISION DESCRIPTION BY # SHEET NUMBER > i THE CONTRACTOR IS SPECIFICALLY PREPARED FOR: 0 CAUTIONED THAT THE LOCATION AND/OR UPLIFT SELF STORAGE l_ -_ W---=i--°A.6 o KELLY DEVELOPMENT SERVICES, LLC .o � � ��„r,�l���.■ ■ ■ ELEVATION OF EXISTING UTILITIES AS SHOWN AW ON THESE PLANS IS BASED ON RECORDS OF UPLIFT DEVELOPMENT, LLC cl ■ 5 THE VARIOUS UTILITY COMPANIES AND, TONY OLLILA AT RUDOLPH FARM 9301 SCRUB OAK DR WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT � LONE TREE, CO 80124 0 TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUCH CALL 811 791 COPPER CENTER PARKWAY 303-888-6338 a AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD OLORADO SPRINGS. COLORADO 80921 project no. 2109.01 drawn by SHEET 5 of 5 OVERALL UTILITY PLAN greg@kellydev.com LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE PH: 970-420-1521 date 2/12/2025 - 2: 42 pm designed by PROJECT NUMBER o CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH THE FAX: uo PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS . dwg. 05 - cl.5 - utirtyPiGn.dW9 approved by 2207.01