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HomeMy WebLinkAboutLINDEN TECH CENTER - Filed MA-MINOR AMENDMENT - 2014-01-07 (2)r-'- LARIMER COUNTY URBAN AREA STREET STANDARDS Applicable Notes: IAllmaterials, workmanship, and construction of public improvements 25 The contractor shall hire a licensed engineer or land surveyor to shall meet or exceed the standards and specifications set forth in the survey the constructed elevations of the street subgrade and the gutter Laruner COMM' Urban ,4rea Street Standards and applicable state and flowline at all intersections, inlets, and other locations requested by the federal regulations Where there is conflict between these plans and the Local Entity inspector. The engineer or surveyor must certify in a letter to specifications, or any applicable standards, the most restrictive standard the Local Entity that these elevations conform to the approved plans and shall apply. All work shall be inspected and approve ed by the Local Entity 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 2 All references to any published standards shall refer to the latest revision allowed on the streets of said standard, unless specifically stated otherwise. 26 All utility installations within or across the roadbed of new residential 3 These public improvement construction plans shall be valid for a period roads must be completed prior to the final stages of road construction. For of three years from the date of approval by the Local Entity Engineer Use the purposes of these standards, any work except c/g above the subgrade is of these plans after the expiration date will require a new re\ new and considered final stage work. All service lines must be stubbed to the approval process by the Local Entity prior to commencement of any work property lines and marked so as to reduce the excavation necessary for shown in these plans building connections. 4 The engineer who has prepared these plans, by execution and/or seal 27. Portions of Latimer County are within overlay districts. The Laroner hereof, does hereby affirm responsibility to the Local Entity, as beneficiary County Flood Plau: Resolution should be referred to for additional criteria of said engineer's work, for any errors and omissions contained in these for roads within these districts. 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. 28 All road construction in areas designated as Wild Fire Hazard Areas Further, to the extent permitted by law, the engineer hereby agrees to hold shall be done in accordance with the construction criteria as established in harmless and indemnify the Local Entity, and its officers and employees, the Wild Fire Hazard Area Mitigation Regulations in force at the time of from and against all liabilities, claims, and demands which may arise from final plat approval. any errors and omissions contained in these plans. 29 Prior to the commencement of any construction, the contractor shall 5. All sanitary sewer, storm sewer, and water line construction, as well as contact the Local Entity Forester to schedule a site inspection for any tree power and other "dry" utility installations, shall conform to the Local removal requiring a permit Entity standards and specifications current at the date of approval of the plans by the Local Entity Engineer 30 The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and 6 The type, size, location and number of all known underground utilities security Refer to OSHA Publication 2226, Excavating and Trenching are approximate when shown on the drawings It shall be the responsibility of the Developer to verify the existence and location of all underground 31. The Developer shall submit a Construction Traffic Control Plan, in utilities along the route of the work before commencing new construction accordance with MUTCD, to the appropriate Right -of -Way authority. The Developer shall be responsible for unknown underground utilities. (Local Entity, County or State), for approval, prior to any construction activities within, or affecting, the Right -of -Way. The Developer shall be 7 The Engineer shall contact the Utility Notification Center of Colorado responsible for providing any and all traffic control devices as may be (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning required by the construction activities excavation or grading, to have all registered utility locations marked Other unregistered utility entities (i e ditch / irrigation company) are to be 32 Prior to the commencement of any construction that will affect traffic located by contacting the respective representative Utility service laterals signs of any type, the contractor shall contact Local Entity Traffic are also to be located prior to beginning excavation or grading. It shall be Operations Department, who will temporarily remove or relocate the sign the responsibility of the Developer to relocate all existing utilities that at no cost to the contractor, however, if the contractor moves the traffic conflict with the proposed improvements shown on these plans. sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 8 The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for 33 The Developer is responsible for all costs for the initial installation of any utility crossings required traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is 9. If a conflict exists between existing and proposed utilities and/or a responsible for all costs for traffic signing and striping related to directing design modification is required, the Developer shall coordinate with the traffic access to and from the Development. engineer to modify the design Design modification(s) must be approved by the Local Entity prior to beginning construction 34. There shall be no site construction activities on Saturdays, unless specifically approved by the Local Entity Engineer, and no site 10 The Developer shall coordinate and cooperate with the Local Entity, construction activities on Sundays or holidays, unless there is prior written and all utility companies involved, to assure that the work is accomplished approval by the Local Entity in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties 35 The Developer is responsible for providing all labor and materials affected by any disruption of any utility service as well as the utility necessary for the completion of the intended improvements, shown on companies. these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 1 1. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider 36 Dimensions for layout and construction are not to be scaled from any Notification shall be a minimum of 2 working days prior to drawing If pertinent dimensions are not shown, contact the Designer for commencement of any work. At the discretion of the water utility provider, clarification, and annotate the dimension on the as -built record drawings. a pre -construction meeting may be required prior to commencement of any work. 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 12 The Developer shall sequence installation of utilities in such a manner specifications, and a copy of any permits and extension agreements needed as to minimize potential utility conflicts In general, storm sewer and for the job sanitary sewer should be constructed prior to installation of the water lines and dry utilities 38 If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, 13 The minimum cover over water lines is 4 5 feet and the maximum the Developer shall contact the Designer and the Local Entity Engineer cover is 5 5 feet unless otherwise noted in the plans and approved by the immediately Water Utility 39. The Developer shall be responsible for recording as -built information 14. A State Construction Dewaterin b Wastewater Discharge Permit is g on a set of record drawings kept on the construction site and available to 6 p required if dewatering is required in order to install utilities or water is the Local Entity's inspector at all times Upon completion of the work, the discharged into a storm sewer, channel, irrigation ditch or any waters of contractor(s) shall submit record drawings to the Local Entity Engineer. the United States. 42 Damaged curb, gutter and sidewalk existing prior to construction, as 15 The Developer shall comply with all terms and conditions of the well as existing fences, trees, streets, sidewalks, curbs and gutters, Colorado Permit for Storm Water Discharge (Contact Colorado landscaping, structures, and improvements destroyed, damaged or �_ Department of Health Water Quality Control Division 303 69_ 3590 p Q y ,( ) ), removed due to construction of this project, shall be replaced r restored m p jo the Storm Water Management Plan, and the Erosion Control Plan. like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to 16. The Local Entity shall not be responsible for the maintenance of storm the issuance of the first Certificate of Occupancy. drainage facilities located on private property Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 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 17 Pi for to final inspection and acceptance by the Local Entity, street condition shall be documented by the Local Entity Construction certification of the drainage facilities, by a registered engineer, must be Inspector before any cuts are made. Patching shall be done in accordance submitted to and approved by the Stonnnwater Utility Department. with the Local Entity Street Repair Standards. The finished patch shall Certification shall be submitted to the Stormwater UtilityDepartment at P blend in smooth) into the existing surface All large patches shall be Y g g least two weeks prior to the release of a certificate of occupancy for single p p y o b paved with an asphalt lay -down machine In street where more than n p p y s e e o t o one family units For commercial properties, certification shall be submitted to cut is made, an overlay of the entire street width, including the patched the Stormwater Utility Department at least two weeks prior to the release area, may be required. The determination of need for a complete overlay of any building permits in excess of those allowed prior to certification per shall be made by the Local Entity Engineer and/or the Local Entity the Development Agreement. Inspector at the time the cuts are made. l8 The Local Entity shall not be responsible for any damages or injuries 44. Upon completion of construction, the site shall be cleaned and restored sustained in this Development as a result of groundwater seepage, whether to a condition equal to, or better than, that which existed before resulting from groundwater flooding, structural damage or other damage construction, or to the grades and condition as required by these plans 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 45 Standard Handicap ramps are to be constructed at all curb returns and facilities in the development at all "T" intersections. 20 Temporary erosion control during construction shall be provided as 46 After acceptance by the Local Entity, public improvements depicted in shown on the Erosion Control Plan. All erosion control measures shall be these plans shall be guaranteed to be free from material and workmanship maintained in good repair by the Developer, until such tune as the entire defects for a minimum period of two years from the date of acceptance. disturbed areas its 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 alter proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence However, the Local Entity reserves the right not to accept the improvement if subsequent testing reveals an improper installation 24 The Developer shall be responsible for obtaining soils tests within the Public Right -of -Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/paw ement design report does not correspond with the results of the original geotechnical report, the Dew eloper 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. FORT COLLINS LAND USE CODE Section 3.2.1 (G) Tree Protection Specifications: The following tree protection specifications should be followed to the maximum extent feasible for all projects with protected existing trees: I Within the drip line of any protected existing tree, there shall be no cut or fill over a four -inch depth unless a qualified arborrst or forester has evaluated and approved the disturbance. 2. All protected existing trees shall be pruned to the City of Fort Collins Forestry standards. 3. Prior to and during construction, barriers shall be erected around all protected existing trees with such barriers to be of orange fencing a minimum of four (4) feet in height, secured with metal T-posts, no closer than six (6) feet from the trunk or one-half ('h) of the drip line, whichever is greater. There shall be no storage or movement of equipment, material, debris or fill within the fenced tree protection zone. 4. During the construction stage of development, the applicant shall prevent the cleaning of equipment or material or the storage and disposal of waste material such as paints, oils, solvents, asphalt, concrete, motor oil or any other material harmful to the life of a tree within the drip line of any protected tree or group of trees. 5 No damaging attachment, wires, signs or permits may be fastened to any protected tree. 6. Large property areas containing protected trees and separated from construction or land clearing areas, road rights -of -way and utility easements may be "ribboned off," rather than erecting protective fencing around each tree as required in subsection (G)(3) above. This may be accomplished by placing metal t-post stakes a maximum of fifty (50) feet apart and tying ribbon or rope from stake -to -stake along the outside perimeters of such areas being cleared. MINOR AMENDMENT THE MISSION CATHOLIC CHARITIES NORTHERN EXISTING PARKING EXISTING BUILDING 5 89°55'22' E 156.65, EXISTING SERVIOE DRI`rE �r7 sse wne e°,w e,' to existing tree removed New Roof over Entry - - New ','courtyard - 11{ r` -- existing sidewalk - ex[sting back -------------- EXISTIN6 PARKIN& (2) New Ornamental Decldtious trees, European Ash (Froxlnus Excelsior) 2-1/2" caliper min. 6-0" min. I verify existing Ilght pole let sting verify 15'-0" min from light pole ---* to new tree - II a -- _ - -- - — - - existing trees to remain N69°II'00" W 141.611 l \` Now 5'-0"W 51dewg1k•; K I I New 4'-Q"W 5ldewalkg I8 exlstltig tree to reinaln , i i"• I v x u i x •m I n , \'I- mall box existkig fire hydr LINDEN CENTER DRIVE existing sanitary sewer —_ — existing water line a�N3 NORTH x 0 (1�5 I T �Iw A I D M��o�e />smE,d�i» *MAI/Dao/3 SCALE: I " = L -28 67 1 SITE/LANDSCAF E PLAN N LO t� N N W o z z a a Ln n N N Ln cc c} w � 0 -0 6 z v a 0 0 U C_ u d 0 U } C N w 0 w u 0 4 � 0 0 M O 10 •0 4— • > 0 .0 V) 0 0 N Q 0 '- \ U U n, V) .0 n1 W 7W� V 0 0 O JU 1 O L.- 0 E W I..I� Q jhd N C 4.6.11 C O Q) a� Q a 1 of EXTERIOR ELEVATIONS Go - - N � existing try oof a (5) oncreto colurois to remain - Flnls d Gelling new 109'-0' for co�ixtyar[d fence. see dtls 4 t 5 on sheet al vel F.F. Main Le _ I ICI III 100'-0' — — SOUTH ELEV,47ION 5GALE: 1/4" = 1'-O" - - -- -- - - - new exterior) wall w/ synthetic stucco finish to match existing. I= 1 new olmint m storefront entry door t sidelights. See detail 5 on sheet a2 EAST ELEVATION 50ALE: 1/4" = 1'-0" new scupper 124H x 200 hand w/ sloped top, to match existing NEW 4'-0' x W-0' windows new exterior wall w/ synthetic stucco finish par t wall existing parapet and cap flashing wall and cap to match existing flashing existing entry roof existing scvPpers 1 edge of 1°�t'� existing wall to ema I I � NEw '-O' x T-0 door I III I9 new exterior wall w/ synthetic stucco finish to match existing. 4 4 5 on sheet al Int,,l k Ao164Jvm& rr* MR/1&40013 L - 2 8 ,611 M c 0 +— LO (V N O IN P n N n O co 0 0 0 0 u �i C 0 u 0 O N m C] 0 m O • Q 0 N 0 (AQ . _ a) U — U 0 J} � E 1 LL n1 W I.i jhd a 2.2.1 1 C13 Of 3 M.