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HomeMy WebLinkAboutComments PWE 5/14/2009 L1MBIRD Andrew From: Sent: To: Subject: Attachments: MCEACHERN Clayton Thursday, May 14, 2009 11 :48 AM L1MSIRD Andrew PW PRE2009-00013 IP Inlet Checklist PW PRE2009-00013 IP Inlet Checklist.docx Here you go, It looks like the submittal is good-building said all they need is the cales for the walls on the pump house. let me know if you need any, thing else 1 Date Received: 5' /;'1 /:;8"1 I I Planner: AL = TENTATIVE SITE PLAN REVIEW APPLICATION ,PRE-SUBMITTAL CHECKLIST Engineer: Clayton McEachern Case#: PRE2009-00013 PUB.LIe WORKS ENGINEERING o Site Assessment of Existing Conditions Complete Incomplete See PW Note(s) 1 Iii'?l ~ @ @ ~ ~ ~ 2 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, size, setbacks from property lines, and distance between buildings . 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 lOa-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 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 by an Engineer must be submitted 'concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table fjiI ~ fjiI ~ 2 fjiI lli!!I fjiI l4i:lI 2 ~ @ 2 Iii'?l I!!!!.l @ 2 fjiI. I!!!J fjiI ~. 3 Dated~ec6ived: 5//'l:J,n9 Planner: At. . Revised 10/25/07 , o Improvement and Public Utilities Plan must be in compliance with the regulations of SDC Sections 5.17-100, 4.1-100, 4.2-100, and 4.3-100 and must include the following information: Complete Incomplete fi"iJ I!!J ~ ~ ~ ~ fi"iJ I:E Cl (;"'l ~ See PW Note(s) 1 Complete o Grading and Paving Plan ~ ~ fi"iJ I..:Ei!J ~ ~ ~' .'Zi; ,. rrsn ~ Incomplete ~ ~ r;;] L.::.J ~ ~ rrsn b.iJ ~ See PW Note(s) 1 NA NA NA NA NA Prepared by an Oregon.licensed Civil Engineer Location and width of all existing and proposed easements 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 documentation must be consistent with the Engineering Design Standards and Procedures Manual. . Complete I'Vl tz:SJ Revised 10/25/07 Incomplete RJ ~ See PW Note(s) NA Scoping Sheet and attached Stormwater Management System Study Date ReceiveQ: ~/fI/ / ~1 Planner: AL' PW Notes: 1. Set marked preliminary, not stamped 2. Provide a site plan showing setback from top of bank, Highway, Slough 'and any other important existing features. Show the f1oodplainffloodway overlay. Show the TOT wellhead zone (1 yr for this location). Show vegetation line and note any trees to be removed(it is not necessary to show every tree on site for this project). 3. provide engineering calculations showing this structure will not become bouyant during high water events. Additional soil information not required for this project. 4. . Additional comments not related to the completeness of the application: o Plantingfrevegatation plan could be combined with site plan on single sheet. Revised 10{25{07 Date Received: sj;y/ JlDf Planner: Al "