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HomeMy WebLinkAboutPW DRV. CODE CHANGES - 18-00221 - Development Code AmendmentsPW Proposals 1 | Page 2 PW A “City Engineering Standards: Refers to the most recent City of Rexburg Engineering Standards adopted by resolution of the City Council. City Engineering Standards may include standard drawings, standard specifications, supplemental conditions, and any additions, amendments, or addenda established by the City Engineer.” 3.4.090.b. 3.5.090.d. 3.6.090.d. 3.7.090.c. 3.8.090.c. 3.9.090.c. 3.10.090.c. 3.11.090.b. 3.12.090.d. CH A minimum of seven (7) feet behind the curb and gutter has been replaced by Additional Exception. When fifty (50) percent or more of the lots on the same side of the street have been built, all buildings erected, established, or rebuilt shall be in conformity with the average setback of such buildings. In all Residential Zones, all buildings erected, established, or rebuilt shall be required to place sidewalks “at the location indicated in the current City Engineering Standards”, where conditions permit. 4.9 PW A minimum of seven (7) feet behind the curb and gutter, where conditions permit. In new residential subdivision the front yard setback may be changed to twenty (20) feet. has been replaced by In all Residential Zones, all buildings erected, established, or rebuilt shall be required to place sidewalks “at the location indicated in the current City Engineering Standards”. 5.5 PW CH Parking and Site Plans Required: “Rexburg” Engineering Standards has been changed to “City” Engineering Standards Subdivision 1.c.3. PW A Existing Conditions Data: Location, widths, and names of all platted streets, railroads, utility right-of-way of public record, “easements”, public areas, permanent structures…. Subdivision 1.e.6 & 7 PW A CH Water Rights “and Shares”: All water rights “or shares” that have been historically linked to the development property shall be used for site irrigation or surrendered to the city. Streets: The preliminary plat information shall show road widths, typical sections and pavement structure. “For larger development” has been removed. A traffic study may be required by the City Engineer “for any development that has a potential to significantly impact traffic flow.” Subdivision 3.2 CH A A A CH 1a. New streets are to be developed to conform to any adopted transportation system master planning “wherever possible” has been changed to “whenever applicable”. 3a. The minimum acceptable pavement width is 26 feet “or as required by City Engineer”. 4a. In any case, a dead-end street serving more than “the equivalent of” four (4) “residential” lots shall provide by easement a temporary turning circle…. 5.a. Loop streets shall be limited to a maximum length of twelve hundred (1200) feet measured along the centerline of a street from centerline intersection to centerline intersection “or upon approval of the City Engineer.” 11. Right of Way – “100 to 125 feet” has changed to“per current Engineering Standards.” PW Proposals 2 | Page CH CH CH CH CH 12. Number of moving lanes – “Four to six lanes, with left lanes” has been changed to “per current City Engineering Standards” 12.a.1. but in no case shall they be less than “one thousand (1000) feet apart” has been changed to “as specified by IDAPA 39.03.42” 12.b.3. Sidewalks shall be set back from the street “at the location indicated in the current City Engineering Standards.” 12.c.4.c. “Six inch (6”) vertical curb required on the outside with detached sidewalks” has been changed to say, “Curbs and gutter and sidewalk required per current City Engineering Standards.” 13. Right of Way Width – “94 to 101 feet” has been changed to “per current City Engineering Standards.” Number of Moving Lanes – “Four to Five Lanes – See Approved City typical sections” has been changed to “per current City Engineering Standards” 14. Right of Way Width – “68 feet Residential collector” has been changed to “per current Engineering Standards” Number of Lanes – “Two lanes with turning lane, or two lanes with on street parking” has been changed to “per current City Engineering Standards” a. Traffic characteristics 1.On-street parking is allowed on both sides of the street unless prohibited has been changed to unless “otherwise directed by the City Engineer” a.”3. Parking prohibited if bicycle lanes are designated” has been removed b.3. Sidewalks will be detached from a standard approved curb and gutter section by a seven (7) foot planter strip and are to be at least five (5) feet wide and conform to approved typical street sections” has been changed to …gutter section, “with location and width according to current City Engineering Standards.” 15. Right of Way Width “68 feet, minimum” has been changed to “per current City Engineering Standards” Number of Moving Lanes “Two Lanes “ has been changed to “per current City Engineering Standards” Access Conditions – Intersections are at grade. Direct access to abutting properties by way of curb cuts or drive-over’s (ramp-type) curbing “is allowed.” 15.b.4. Sidewalks will be detached and separated by a “seven (7) foot minimum” planter strip in compliance with “approved city typical street sections.”has been changed to Sidewalks will be detached and separated by a planter strip in compliance with “current City Engineering Standards.” Discussion: Justin asks, “Is this ever used?” 16. Rural Residential Streets Functions - Designed to provide direct access to abutting single-family residential properties or Cul-de-sacs having a length of no greater than 600 feet. A pavement width of 34 feet is allowed on minor rural residential streets which contain no more than fifty (50) single-family lots. Parking, curbing, curb and gutter and sidewalk differ in zones RR-1 and RR-2. Refer to zoning requirements for street section requirements. See current City Engineering Standards. Right of Way – “68 feet, minimum” has been changed to “per current City Engineering Standards” 16.b.3. Sidewalks will be detached and comply with “approved city engineering department approved typical sections” has been changed to “current City Engineering Standards.” 16.d.1-2. Paving sections are to conform to the “engineering department’s approved typical sections” has been changed to “current City Engineering Standards” Curb and gutter “is not required by a twelve (12) inch by (8) inch thick concrete pavement edging is required as per the City Engineer approved typical sections.” Has been changed to “see current City Engineering Standards.” PW Proposals 3 | Page 17. Right of Way – “80 feet, minimum” has been changed to “per current City Engineering Standards” Number of Moving Lanes “Two Lanes to four lanes, with turning lanes “ has been changed to “per current City Engineering Standards” 3.3 A Most has been removed 1. Wastewater – Wastewater pipelines are to be located “per current City Engineering Standards.” a. Exceptions – “with approval of the City Engineer.” 2. Water – Water pipelines are to be located “per current City Engineering Standards.” 3. Gas – Gas mains are to be located “per current City Engineering Standards.” 4. Electrical – “All new and/or relocated” electric lines are to be placed “underground per current City Engineering Standards.” 5. Storm Drain Systems – Piped storm drain systems “for city streets” are to be installed… “On site storm retention for the parcel may not use the right of way for storage or conveyance to another portion of the parcel.” 3.4 2.All water system design “and installation” is to be done in accordance to the requirements of the “Idaho Department of Environmental Quality (DEQ) and adopted “current Engineering Standards.” 3. All water system improvements are to be approved by D.E.Q. prior to any construction. “The Sub-divider is responsible for submitting the design to D.E.Q. for approval. A copy of the approval letter from D.E.Q. for the final design shall be submitted to the City Engineer by the Sub-divider.” 3.5 2. All sewer collection system design “and installation” is to be done in accordance with the requirements of “D.E.Q.” and adopted “current City Engineering Standards. The Sub- divider is responsible for submitting the design to D.E.Q. for approval. A copy of the approval letter from D.E.Q. for the final design shall be submitted to the City by the Sub- divider.” 3.6 1. “All stormwater system design is to be done by an Idaho Registered Engineer.” 2. On developments over 2.5 acres, a drainage study must be completed by and Idaho Registered Engineer to determine storm water run-off volumes, transport times and system design “and installation” is to be “according to” the requirements of the City “Engineering” Standards. 4.2 1. All streets shall have curbs and gutters, sidewalks, and asphalt paving “per City Engineering Standards.” 2. Concrete sidewalks shall be provided on both sides of dedicated streets in compliance with the “current City Engineering Standards.” All sidewalks are to be set back from the curb “per City Engineering Standards” and the area…. 4. All systems shall comply with the “City Engineering Standards and D.E.Q.” 6. All systems shall comply with the “City Engineering Standards and D.E.Q.” 8. Street lights will be required to be installed “per City Engineering Standards.”