Loading...
HomeMy WebLinkAboutREMINGTON ANNEX - PDP - PDP110017 - PLANS - UTILITY PLANSPREPARED FOR: DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. CAUTION MAXIIIMO DEVELOPMENT GROUP LLC 1/23/2013 REMINGTON ROW 7 B11010 PRELIMINARY PLANS NOT FOR CONSTRUCTION Civil Engineering & Consulting 1501 Academy Court, Suite 204 Fort Collins, CO 80524 (970) 217-7420 www.bluesky-engineer.com BLUE SKY E n g i n e e r i n g UTILITY PLANS FOR REMINGTON ROW BEING A REPLAT OF PART OF LOT 2, BLOCK 127, CITY OF FORT COLLINS, LOCATED IN THE NORTHWEST QUARTER SECTION 13, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO JANUARY 2013 LANDSCAPE ARCHITECT RIPLEY DESIGN, INC. 401 MOUNTAIN AVENUE, SUITE 100 FORT COLLINS, CO 80524 PHONE: 970-224-5828 CONTACT: BRENT COOPER ARCHITECT / PLANNER VAUGHT FRYE LARSON ARCHITECTS 401 MOUNTAIN AVENUE, SUITE 100 FORT COLLINS, CO 80524 PHONE: 970-224-1191 CONTACT: JUSTIN LARSON OWNER MAXIIIMO DEVELOPMENT GROUP LLC 706 S. COLLEGE AVE, SUITE 201 FORT COLLINS, CO 80524 CONTACT: CHRISTIAN BACHELET 1 CV01 COVER SHEET 2 GN01 GENERAL NOTES 3 EX01 EXISTING INFORMATION AND REMOVAL PLAN 4 DR01 DRAINAGE PLAN 5 UT01 CIVIL SITE AND UTILITY PLAN 6 GR01 GRADING PLAN 7 RD01 ALLEY PAVING PLAN & PROFILE CENTER OF COLORADO CALL UTILITY NOTIFICATION CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR PREPARED FOR: DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. CAUTION MAXIIIMO DEVELOPMENT GROUP LLC 1/23/2013 REMINGTON ROW 7 B11010 PRELIMINARY PLANS NOT FOR CONSTRUCTION Civil Engineering & Consulting 1501 Academy Court, Suite 204 Fort Collins, CO 80524 (970) 217-7420 www.bluesky-engineer.com BLUE SKY E n g i n e e r i n g TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES (CONTINUED) 12. The developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the local entity engineer reserves the right to require additional signage and/or striping if the local entity engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S standards. All signage and striping shall fall under the requirements of the two 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. STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN 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 windblown 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 (striping, 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 cleanup 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 storm water 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 PREPARED FOR: DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. CAUTION MAXIIIMO DEVELOPMENT GROUP LLC 1/23/2013 REMINGTON ROW 7 B11010 PRELIMINARY PLANS NOT FOR CONSTRUCTION Civil Engineering & Consulting 1501 Academy Court, Suite 204 Fort Collins, CO 80524 (970) 217-7420 www.bluesky-engineer.com BLUE SKY E n g i n e e r i n g LEGEND NOTES EXISTING INFORMATION AND REMOVAL PLAN EX01 3 COLLEGE AVENUE LAUREL STREET PLUM STREET REMINGTON STREET PROJECT SITE COLORADO STATE UNIVERSITY MATTHEWS STREET PETERSON STREET WHEDBEE STREET MYRTLE STREET PREPARED FOR: DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. CAUTION MAXIIIMO DEVELOPMENT GROUP LLC 1/23/2013 REMINGTON ROW 7 B11010 PRELIMINARY PLANS NOT FOR CONSTRUCTION Civil Engineering & Consulting 1501 Academy Court, Suite 204 Fort Collins, CO 80524 (970) 217-7420 www.bluesky-engineer.com BLUE SKY E n g i n e e r i n g LEGEND DRAINAGE PLAN DR01 4 EXISTING ITEMS PROPOSED ITEMS SCALE: 1"=400' VICINITY MAP NOTES RUNOFF SUMMARY TABLE POND SUMMARY TABLE PREPARED FOR: DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. CAUTION MAXIIIMO DEVELOPMENT GROUP LLC 1/23/2013 REMINGTON ROW 7 B11010 PRELIMINARY PLANS NOT FOR CONSTRUCTION Civil Engineering & Consulting 1501 Academy Court, Suite 204 Fort Collins, CO 80524 (970) 217-7420 www.bluesky-engineer.com BLUE SKY E n g i n e e r i n g LEGEND NOTES CIVIL SITE AND UTILITY PLAN UT01 5 CONSTRUCTION LABELS PROPOSED ITEMS EXISTING ITEMS 1 2 3 PREPARED FOR: DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. CAUTION MAXIIIMO DEVELOPMENT GROUP LLC 1/23/2013 REMINGTON ROW 7 B11010 PRELIMINARY PLANS NOT FOR CONSTRUCTION Civil Engineering & Consulting 1501 Academy Court, Suite 204 Fort Collins, CO 80524 (970) 217-7420 www.bluesky-engineer.com BLUE SKY E n g i n e e r i n g LEGEND GRADING PLAN GR01 6 EXISTING ITEMS PROPOSED ITEMS NOTES PREPARED FOR: DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. CAUTION MAXIIIMO DEVELOPMENT GROUP LLC 1/23/2013 REMINGTON ROW 7 B11010 PRELIMINARY PLANS NOT FOR CONSTRUCTION Civil Engineering & Consulting 1501 Academy Court, Suite 204 Fort Collins, CO 80524 (970) 217-7420 www.bluesky-engineer.com BLUE SKY E n g i n e e r i n g 1. ALL EXISTING UTILITY LOCATIONS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. FINAL DESIGN FOR THE PUBLIC ALLEY PAVEMENT SECTION SHALL BE PER THE APPROVED PAVEMENT DESIGN REPORT. PLEASE REFER TO THE CTL THOMPSON PAVEMENT DESIGN REPORT FOR PRELIMINARY RECOMMENDATIONS ON THE PAVEMENT SECTION. LEGEND NOTES ALLEY PAVING PLAN AND PROFILE RD01 7 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: EXISTING ITEMS PROPOSED ITEMS PROPOSED CONCRETE 4996 4994 4990 4992 4988 4984 4986 11+00 4998 12+00 13+00 14+00 15+00 TYPICAL ALLEY SECTIONS SCALE: 1"=10' PLAN VIEW PROFILE VIEW HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' 10+00 4996 4994 4990 4992 4988 4984 4986 4998 PROPOSED ELEVATION @ CENTERLINE STA 12+50.03 TO STA 13+67.53 STA. 13+67.53 TO 14+58.00 @ CENTERLINE PROPOSED GRADE 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/county. 16. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas, and/or building sites. CITY OF FORT COLLINS WATERLINE NOTES 1. Water mains shall be DIP with polywrap or PVC tracer wire. 2. Water mains shall be installed with 4.5 to 5.5 feet of cover unless otherwise approved. LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002 GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the Standards and Specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the local entity. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the local entity engineer. Use of these plans after the expiration date will require a new review and approval process by the local entity prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the local entity, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the local entity engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the local entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local entity standards and specifications current at the date of approval of the plans by the local entity engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The developer shall be responsible for unknown underground utilities. 7. The 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 local entity prior to beginning construction. 10. The developer shall coordinate and cooperate with the local entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water until the developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 14. A state construction dewatering wastewater discharge permit is required if dewatering is required in order to install utilities or water is discharged into a storm sewer, channel, irrigation ditch or any waters of the united states. 15. The developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the storm water management plan, and the erosion control plan. 16. The local entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the local entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the storm water utility department. Certification shall be submitted to the storm water 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 Storm Water Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the development agreement. 18. The local entity including but not limited to South Fort Collins Sanitation District and Fort Collins-Loveland Water District shall not be responsible for any damages or injuries sustained in this development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the local entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the final drainage and erosion control study shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the erosion control plan. All erosion control measures shall be maintained in good repair by the developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the local entity street inspector. 22. No work may commence within any improved or unimproved public right-of-way until a right-of-way permit or development construction permit is obtained, if applicable. 23. The developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The developer shall notify the local entity engineering inspector (Fort Collins - 221-6605) and the local entity erosion control inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the local entity engineer is not available after proper notice of construction activity has been provided, the developer may commence work in the engineers absence. However, the local entity reserves the right not to accept the improvement if subsequent testing reveals an improper installation 24. The developer shall be responsible for obtaining soils tests within the public right-of-way after right-of-way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the developer shall be responsible for a re-design of the subject pavement section or, the developer may use the local entity's default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed professional engineer. The final report shall be submitted to the inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the local entity engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the local entity inspector. The engineer or surveyor must certify in a letter to the local entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the local entity before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County floodplain resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as wild fire hazard areas shall be done in accordance with the construction criteria as established in the wild fire hazard area mitigation regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the local entity forester to schedule a site inspection for any tree removal requiring a permit. 30. The developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The developer shall submit a construction traffic control plan, in accordance with MUTCD, to the appropriate right-of-way authority. (local entity, county or state), for approval, prior to any construction activities within, or affecting, the right-of-way. The developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact local entity traffic operations department, who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The developer is responsible for all costs for the initial installation of traffic signing and striping for the development related to the development's local street operations. In addition, the developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the local entity engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the local entity. GENERAL NOTES (CONTINUED) 35. The developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the designer for clarification, and annotate the dimension on the as-built record drawings. 37. The developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the developer shall contact the designer and the local entity engineer immediately. 39. The developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the local entity's inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the local entity engineer. 40. The designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: VERTICAL DATUM: BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK 6-00 LOCATION: ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY ST. AND COLLEGE AVE. ELEVATION: 4990.68 (NGVD 29 DATUM) BENCHMARK #2: CITY OF FORT COLLINS VERTICAL BENCHMARK 29-97 LOCATION: NORTHEAST CORNER OF MULBERRY ST. AND WHEDBEE ST., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 4974.83 (NGVD 29 DATUM) BASIS OF BEARINGS: $6680,1*7+(($67/,1(2)%/2&.$6%($5,1*6287+ƒ :(67%(,1*$*5,'%($5,1*2)7+(&2/25$'267$7(3/$1(&225',1$7( SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 400.05 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the local entity construction inspector before any cuts are made. Patching shall be done in accordance with the local entity street repair standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the local entity engineer and/or the local entity inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the local entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The local entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: none. 48. Approved variances are listed as follows: STREET IMPROVEMENTS NOTES 1. All street construction is subject to the General Notes on the Cover Sheet of these plans as well as the street improvements notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed engineer, must be submitted to the local entity engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the local entity engineer in 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 local entity engineer. 5. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, reconstruction and repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the local entity engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in MUTCD (including Colorado supplement) and as per the right-of-way work permit traffic control plan. 8. The developer is required to perform a gutter water flow test in the presence of the local entity inspector and prior to installation of asphalt. Gutters that hold more than 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 than 90 P.S.I.G. "proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the local entity engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The local entity engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be performed in the presence of an inspector. 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, ONLY's, crosswalks, stop bars, etc. shall be preformed thermoplastic. 3. All signage shall be per local entity standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines 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 local entity engineer prior to permanent installation of striping and symbols. 7. Preformed thermoplastic 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 local entity engineer. All discrepancies identified during the field inspection must be corrected before the two year warranty period will begin. 2 GENERAL NOTES GN01 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: 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 IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: 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. SAMUEL M. ELIASON, PE #38212 DATE SCALE: 1"=400' CERTIFICATION STATEMENT DISCLAIMER STATEMENT PROJECT TEAM SHEET INDEX VICINITY MAP SURVEY CONTROL 1 VERTICAL DATUM: BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK 6-00 LOCATION: ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY ST. AND COLLEGE AVE. ELEVATION: 4990.68 (NGVD 29 DATUM) BENCHMARK #2: CITY OF FORT COLLINS VERTICAL BENCHMARK 29-97 LOCATION: NORTHEAST CORNER OF MULBERRY ST. AND WHEDBEE ST., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 4974.83 (NGVD 29 DATUM) BASIS OF BEARINGS: $6680,1*7+(($67/,1(2)%/2&.$6%($5,1*6287+ƒ :(67 BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 400.05 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. NOTE: THESE DRAWINGS ARE AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES, SCALE AT 0.99973332 (1.00026675) ABOUT THE ORIGIN 0,0. GEOTECNHNICAL ENGINEER CTL THOMPSON, INC. 351 LINDEN STREET, SUITE 140 FORT COLLINS, CO 80524 PHONE: 970-206-9455 CONTACT: CHIP LEADBETTER LOCAL ENTITY CITY OF FORT COLLINS ENGINEERING DEPARTMENT 281 NORTH COLLEGE FORT COLLINS, CO 80521 PHONE: 970-221-6605 FAX: 970-221-6378 SURVEYOR KING SURVEYORS, INC. 650 E. GARDEN DR. WINDSOR, CO 80550 PHONE: 970-686-5011 FAX: 970-686-5821 CONTACT: LARRY PEPEK CIVIL ENGINEER BLUE SKY ENGINEERING, LLC 1501 ACADEMY CT. STE. 204 FORT COLLINS, CO 80524 PHONE: 970-217-7420 CONTACT: SAM ELIASON COVER SHEET CV01 MAXIIIMO DEVELOPMENT GROUP LLC COLLEGE AVENUE LAUREL STREET PLUM STREET REMINGTON STREET PROJECT SITE COLORADO STATE UNIVERSITY MATTHEWS STREET PETERSON STREET WHEDBEE STREET MYRTLE STREET MULBERRY STREET