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HomeMy WebLinkAboutComments PWT 5/26/2009 L1MBIRD Andrew From: Sent: To: Subject: DRISCOLL Jon Tuesday, May 26,200910:34 AM L1MBIRD Andrew Please check... My statement: NOTE: Please note that the Transportation Engineering Planner that reviewed this application attends Springfield Faith Center. He has no pecuniary interest in the church or this application. After notifying his supervisor and planning staff, he reviewed this application using the same requirements as any other application. . Look good? Sincerely, f'o~ Jon Driscoll EIT, PLS, WRE Transportation Engineer in Training City of Springfield, Public Works 225 Fifth Street . Springfield, OR 97478 Phone: (541) 726-3679 Fax: (541) 726-3781 id riscoll@ci.sorinafield.or.us 1 ~"H'" {'''''-'t;'I\leo' 5 /;; '//.:Me>? Planner: AL . ! . .,,;.'-.:"'--.....-... ., , - TENTATIVE SITE PLAN REVIEW APPLICATION PRE-SUBMITTAL CHECKLIST Engineer: Eric Walter Case#:PRE2009-000l5 PUBLIC WORKS ENGINEERING o Site Assessment of Existing Conditions Complete Incomplete See PW Note(s) ~ 5J 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 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 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 '/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 and/or a high water table ~ ~ F:l L:JJ 51 ~ ~. Il...J ~ [f] ~ f';;'l.~. lEiJ ~ Fl,' If!j ~ [;j , Revised 10/25/07 ,- Date Received: d.l{' ~tJ9 Planner: AL / / ........,~........ o Improvement and Public Utilities Plan must be in compliance with the regulations 0 F SDC Sections 5.17-100, 4.1-100, 4.2-100, and 4.3-100 and must include the following information: Complete Incomplete See PW Note(s) ~ [g! ~ I!2J f';;'l ~ 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 simil ,r public facilities Location and size of existing and proposed utilities 011 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 ~ f;;;;;J ~ ~ f';;'l ~ o Grading and Paving Plan Complete Incomplete See PW Note(s) [g] ~ ~ ~ ~ R;;1, I.E::.J 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 [1] [g! I"C?I., ~ ~ ~ Ipl I!1:::J ~ ~ ~ . 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 Incomplete See PW Note(s) ~ ~ Scoping Sheet and attached Stormwater Management System Study Date Received: ~46//J<J09 PIQl1l1er: AI. Revised 10/25/07 "'::-'.,. -~"......-... PW Notes: 1. Show roof down spout locations and piping to approved discharged points. Additional comments not related to the completeness of the application: o Sheet indext does not match plan sheets. Please correct: o Infiltration shall be rototilled just prior to planting with proposed vegetation. Revised 1O{25{07 Date Received: .Jf.~/;;-'''f Planner: AL