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Home My WebLink AboutComments PWE 2/9/2006 ,F<d3 '~/Ob TENTATIVE LAND DIVISJON APPLICATION PRE-SUBMITTAL CHECKLIST ~ ... ,. -5' PUBLIC WORKS ENGINEERING o Site Assessment of Existing Conditions Complete Incomplete See , Notes r;;g EJ ~ r;;:n ~ ~ ~ ,~ ~ r;;g ~ ~ ~ ~ /2i;] "'~, ~ ~ ~ b'" r;;:n ~ ~, ,~ /2i;] r;;g Ud2J r;;g l!9 /2i;] f'iNtil @J r;;g l':L.:J /2i;] r;;:n ~ ~ 2/9/06 Prepared by an Oregon licensed Landscape Architect or Engineer Vicinity Map , The name; location anddimensions,of all existing site features including buildings, curb cuts, trees and impervious surface areas, clearly indicating what is remaining and what is being removed Required setbacks to the proposed new property lines-for existing structures toremain on site The name, 'location, dimensions, direction of flow and top of bank of all watercourses and required riparian , setback that are shown on the Water 'Quality Limited Watercourse Map on file in the Development Services Department The 100-year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter, of Map Amendment or Letter of Map Revision The Time of Travel Zones, as specified in Article 17 of the Springfield Development Code and delineated on, the Wellhead Protection Areas Map on file in the Development Services Department Physical features including, but not limited to trees 5" in diameter or greater when measured 4 '/2 feet above the ground, significant clusters of trees and' shrubs, riparian areas, wetlands and rock outcroppings Soil types and water table information as mapped and specified in the Soils Survey of Lane County, A , Geotechnical Report prepared by an Engineer must be submitted concurrently if the Soils Survey , indicates the proposed development area has unstable soils al1d/or a high water table Date! Received: -7 /t; / ~6 Planner: AL -J/ 5 o Tentative Land Division Plan Complete Incomplete See Notes ,~ ~ r;;g ~ I't:U lfriU /2i;] /2i;] /2i;] ~ ~ /2i;] ~ ~ [;d ~ ~ /2i;] vi;!; /2i;] 1't:U, @:J ~ ~ ~.* ~.... '.~ I't:U ~ ~ ~ ~ ~ ~ ~ ,~. o Grading and Paving Plan Complete Incomplete See Notes ~ ~ /2i;] ~ r;;g I..:2fIil I't:U L:!!I ,/2i;] /2i;] ~ ~ ~ ~ 2/9/06 '\ Prepared by an Oregon Licensed Land Surveyor in accordance with ORS 92 All existing and proposed easements Dimensions and size of each parcel and the approximate dimensions of each building site indicating the top and toe of cut and fill slopes to scale Location and type of existing and proposed street lighting Location, widths and names of all existing and proposed streets, alleys, dedications or other right-of- ways within or adjacent to the proposed land division" Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bike trails Location, size and type of plantings' and street trees in any required planter strip Location ahd size of existing and proposed utilities on, and adjacenUo the site including sanitary sewer mains, stormwater management systems, water 'mains, power, gas, telephone, and cable TV. Indicate the proposed connection points Prepare,d by an Oregon Licensed Civil Engineer Planting plan prepared by an Oregon Licensed Landscape Architect where plants are proposed as part of the stormwater management system Roof drainage patterns and discharge locations Pervious and impervious area drainage patterns Date! ft~ceived: Z)", /)/:V{, Planner: AL -'17 6 ; ~ ~ The size and location of stormwater management' ,~ " systems components, including but not limited, to: drain lines, catch basins, dry wells and/or detention ponds; stormwater quality measures; and natural drainageways to be retained ~. '~ ~ Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent; the contour lines may be at 5 foot intervals) ~ ~ ~ Amount of proposed cut and fill K'_ o Stormwater Management System Study provide fOur (4) copies of the study with the completed Stormwater Scoping Sheet attached, (See attached for Stormwater Scoping Sheet). The plan, calculations and documentation must be consistent with the Engineering Design Standarcjs and Procedures Manual. . Complete Incomplete See Notes IjjijjI t!ill Scoping Sheet and attached Storm water Management System Study ~ ~ Notes: 1. The right-of-way dedication shown as 30 feet on plan sheet 2 does not match the other sheets. All sheets show something different regarding the existing (or proposed right-of-way). Some sheets show existing right-of-way, while others show proposed right~of-way, and the dimensions are different on the sheets. 2, There. are several private storm pipes and swales located on-site to serve for private drainage for the subdivision. Many of these pipes cross proposed property 'Iines, and swales serve multiple lots. Swales serving more than one lot will need to be placed in a private easement, and lines crossing property lines will need to be placed in private easements. .' 3. The required setbacks to newly proposed property lines, for the existing house to remain have not been shown on the plans. 4. The square footage of each lot should be indicated on the plans. Additional comments not related to the completeness of the application: 5. If no 7 foot PUE exists along the frontage of South 41st Street, one may be , required (by utility companies). 6: The amount of cut and fill is shown to be zero. Please provide an estimate of the cut and fill. 7. The rooftop drainage from the site will need to meet plumbing code requirements, and will likely need to directly tie into the hard piped system., 2/9/06 D,ate neceived: l./'1hou, Planner: AL, --;-] 7