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Home My WebLink AboutNotes, Work PLANNER 6/3/2010 ~ ..... . . LAND DIVISION TENTATIVE PLAN APPLICATION PRE-SUBMITTAL CHECKLIST Engineer: Eric Walter Case#: PRE20l0-00008 PUBLIC WORKS ENGINEERING o Site Assessment of Existing Conditions Complete Incomplete See PW Note(s) Iil R:'I ~ ~ ~ Iil" t:"'.' "ffif Prepared by an Oregon licensed Landscape Architect or Engineer Vicinity Map The name, location, and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use and required setbacks from proposed property lines 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 Trav"el Zones, as specified in SDC 3.3-200 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 V2 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 byan Engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table 1%1 ~ ~ 1%1 @@ ~ 1%1 ~ ~ 1%1 tE1t R:'I t:&;J Iil ~ Iil Revised 10/25/0,.. , uais, ({eceived: Planner: AL d,~~/o / / . o Land Division Tentative Plan Complete Incomplete See PW Note(s) IX7,1 kZSJ !';iiJ !.2EJ 1'0!1.... liCSI 1, 2, 3 ~ r;;m ~ ~ I'iiI l!!E!I 1'0!1..... 12:S.I r;;m ~ o Stormwater Management Plan Complete Incomplete See PW Note(s) ~ IX7,1 liCSI ~ ~ ~ ~ ~ !';iiJ L:ili0J I'iiI lJE!ij IX7,1 I22SI 4 r;::;ct.... lLSI III ~ ~ . ~ .. Prepared by an Oregon licensed Land Surveyor in accordance with ORS 92 Location and width of all existing and proposed easements on and abutting the property Boundaries of the entire area owned by the property owner, of which the proposed land division is a part, as well as 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 of existing and required power poles, transformers, neighborhood mailbox units, and similar public facilities Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points Prepared 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 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 o Stormwater Management System Study - provide four (4) copies of the study with the completed Stormwater Scoping Sheet attached. The plan, calculations, and -., Revised 10/25/07 eel..u (;':'Cl;)ivea:_,lj.l% Planner: AL / .' .'" documentation must! consistent with the Engineering tSign Standards and Procedures Manual. Complete Incomplete See PW Note(s) ~ ~ Scoping Sheet and attached Stormwater Management System Study PW Notes: 1. Plans indicate a proposed 5' wide SUB easement for water and electric utilities. SUB Water and Electric were contacted and SUB found this width acceptable for proposed partition. 2. A 7' wide PUE will be required along the street fronting proposed partition. Plans will need to be revised to .include a proposed 7' PUE easement. 3. The original site plan for this deveiopment required a water quality bioswale be constructed at the south/east corner of property; however this water quality swale did not appear to be constructed. Thisbioswale will need to be constructed and inspected per original site plan. Because proposed partion will create separate lots, this storm water quality bioswale will be required to be located in a storm water easement. Please revise plans to include this required easement. . 4. Verify that 6" storm water pipe (as required by original site plan and located at end of bioswale from catch basin to 10" pipe), was installed and please include this pipe on the Storm Water Management Plan sheet 3. Additional comments not related to the completeness of the application: . Revised 10(25/07 . ....C' '::'-~cjveu:-1p.~ Planl1er: AL