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Home My WebLink AboutApplication APPLICANT 7/11/2008 City of Spnngfield Development Services Department 225 Fifth Street Spnngfield, OR 97477 Site Plan Review Date Received JUL 1 1 2008 Onglnal Submittal Site Plan Review Pre-Submittal: n Site Plan Review Submittal: ~- . -. . . Applicant Name: PeaceHealth Oreqon Reqlon Icompany: IAddress: , IAPPlicant's Rep.: PhiliP Farnnqton, AICP Icompany: IAddress: , I Property Owner: same as applicant Icompany: IAddress: , IASSESSOR'S MAP NO: 17-03-15-40 ITAX LOT NO(S): 2200 I Property Address: 353 Deadmond Ferrv Road ISize of Property: 1 07 Acres ~ Sauare Feet D I Proposed Name of Project: PeaceHealth Medical Group Nurse Midwifery Birth Center , I Description of If you are f,lllng In th,s form by hand, please attach your proposal descnpt,on to th,s appl,cat,on Proposal: Proposed nurse midwifery birth center - see attached I Existing Use: ReSidential 'New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 6,711 2 sf Si natures: Please Sl nand nnt our name and date In the a nate box on the next Phone: 686-3828 same as above Fax: 335-2595 777 E 11th Ave, POBox 1479 Euqene, OR 97440 Phone: same as above PeaceHealth Oreqon Reqlon Fax: same as above 123 International Way Spnnqfield, OR 97477 I Phone: IFax: Application Fee: $ n'2-2 a) ITOTAL FEES: $ -4,:) q 3 / D , Associated Applications: 7.0 tJ 2.oG 7- OCJ()W Ipre-sub Case No.: 1R.(20D8- O{)()30 Date: Case NO.;V e.,(JoOr -- OOfXf2- Date: 1//1/ flr ITechnical Fee:'$ '2-[ \. ID Ipostage F~e: $ l~~ I PROJECT NUMBER: ~(LJJ.()D1-()(JJ(-r-' Signs: Reviewed by: I Reviewed by: Ii I . -<<1tL Rev,sed 1/1/08 Molly Markanan 1 of 10 Owner Signatures This application form IS used for both the required pre-submittal meeting and subsequent complete application submittal Owner signatures are required at both stages In the application process An application without the Owner's original signature will not be accepted. Pre-Submittal The undersigned acknowledges that the information In this application IS correct and accurate for scheduling of the Pre- Subm'ttal Meeting Owner: Date: Signature Print Submittal I represent th,s appl,cat,on to be complete for subm,ttal to the City Cons,stent w,th the completeness check performed on thIs application at the Pre-Submittal Meeting, I affirm the information Identified by the City as necessary for processing the applICation IS proVided herem or the informatIOn WIll not be proVided If not otherwIse contained within the submittal, and the City may begm processing the applicatIon wIth the information as submitted This statement serves as wntten notice pursuant to the reqUIrements of ORS 227 178 pertammg to a complete application Owner: fi---::t::-- I Date: 7/7/08 Philip Farrington Print Date Received JUL 1 1 2008 Original submittal Rev,sed 1/1/08 Molly Markarian 2 of 10 Site Plan Review Submittal Requirements Checklist NOTE . ALL of the following Items MUST be submitted for BOTH Pre-Submittal and Submittal . If you feel an Item on the list below does not apply to your specific application, please state the reason why and attach the explanation to this form ~ Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula A copy of the fee schedule IS available at the Development Services Department Any applicable applicatIOn, technology, and postage fees are collected at the pre-submittal and submittal stages ~ Site Plan Review Application Form ~ Narrative explaining the purpose of the proposed development, the eXisting use of the property, and any additional InformatIOn that may have a bearing In determining the action to be taken The narrative should also Include the proposed number of employees and future expansion plans, If known ~ Copy of the Deed ~ Copy of a Preliminary Title Report Issued within the past 30 days documenting ownership and listing all encumbrances ~ Copy of the Site Plan Reduced to 8'h"x 11", which will be mailed as part of the required neighboring property notification packet o Right-of-Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility ~ Three (3) Copies of the Stormwater Management System Study with Completed Stormwater Scoping Sheet Attached - The plan, supporting calculations and documentation must be consistent with the Engineering DeSign Standards and Procedures Manual o Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer In accordance with SDC 42-105 A 4 Traffic Impact Studies (TIS) allow the City to analyze and evaluate the traffic Impacts and mitigation of a development on the City's transportation system In general, a TIS must explain how the traffic from a given development affects the transportation system In terms of safety, traffic operations, access and mobility, and Immediate and adJOining street systems A TIS must also address, If needed, City, metro plan and state land use and transportation policies and obJectives ~ Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR Eighteen (18) Copies of the Followmg Plan Sets for Submittal ~ All of the following plans must Include the scale appropriate to the area Involved and sufficient to show detail of the plan and related data, north arrow, and date of preparation ~ All plan sets must be folded to 8V2" by 11" and bound by rubber EilatdIsRecelved. a. Site Assessment of Existing Conditions JUL 1 1 2008 ~ Prepared by an Oregon licensed Landscape Architect or Engineer Original Submltt::>1 Rev,sed 1/1/08 Molly Markanan 4 of 10 [gJ VICinity Map [gJ 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 o The name, location, dimensions, direction of flow and top of bank of all watercourses and required npanan setback that are shown on the Water Quality Limited Watercourse Map on file In the Development Services Department [gJ The 100-year floodplain and floodway boundanes 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 [gJ 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 [gJ 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, npanan areas, wetlands and rock outcropplngs [gJ 5011 types and water table Information as mapped and speCified In the SOils Survey of Lane County A Geotechnical Report prepared by an Engineer muaa!e9iSilmil:tilted concurrently If the SOils Survey Indicates the proposed development area has unstable sOils and/or a high water table JUl 11 2008 b Site Plan . Onglnal Submittal [gJ Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer [gJ Proposed bUildings location, dimenSions, size (gross floor area applicable to the parking requirement for the proposed use(s)), setbacks from property lines, and distance between bUildings [gJ Location and height of eXisting or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs [gJ Location, dimenSions, and number of tYPical, compact and disabled parking spaces, Including aisles, wheel bumpers, directional signs, and stnplng [gJ DimenSions of the development area, as well as area and percentage of the site proposed for bUildings, structures, parking and vehicular areas, sidewalks, patios, and other ImpervIous surfaces [gJ Observance of solar access requirements as speCified In the applicable zoning dlstnct [gJ On-site loading areas and vehicular and pedestnan Circulation [gJ Access to streets, alleys, and properties to be served, Including the location and dimenSions of eXisting and proposed curb cuts and curb cuts proposed to be closed [gJ Location, type, and number of bicycle parking spaces [gJ Location of eXisting and proposed transit faCilities [gJ Area and dimenSions of all property to be conveyed, dedicated, or reserved for common open spaces, recreational areas, and other similar public and semi-publiC uses o Phased Development Plan - where applicable, the Site Plan application must Include a phaSing plan Indicating any proposed phases for development, including the boundanes and sequencing of each phase PhaSing must progress In a sequence promoting street connectivity between the vanous phases of the development and accommodating other Rev,sed 1/1/08 Molly Markanan 5 of 10 required public Improvements, Including but not limited to, sanitary sewer, stormwater management, water, and electricity The applicant must indicate which phases apply to the Site Plan application being submitted c. Improvement and Public Utilities Plan [g] Prepared by an Oregon licensed CIvil Engineer [g] Location and width of all eXisting and proposed easements [g] Location, widths (of paving and right-of-way), and names of all eXisting and proposed streets, alleys, dedications or other rlght-of-ways within or adjacent to the proposed development, including ownership and maintenance status, If applicable [g] Location and type of eXisting and proposed street lighting [g] Location of eXisting and reqUired traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, and similar public facilities [g] Location, width, and construction material of all eXisting and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails [g] 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 d. Grading, Paving, & Stormwater Management Plan [g] Prepared by an Oregon licensed CIVil Engineer [g] Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system [g] Roof drainage patterns and discharge locations [g] PervIous and ImpervIous area drainage patterns [g] 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 dralnageways to be retained [g] 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 5l!)>ste, ~1tAl~d [g] Amount of proposed cut and fill JUL 1 1 2008 e. Landscape Plan [g] Drawn by a Landscape Architect Onglnal Submittal [g] Location and dimenSions of landscaping and open space areas to Include calculation of landscape coverage [g] Screening In accordance with SDC 4 4-110 [g] Written description, Including speCifications, of the permanent Irrigation system [g] Location and type of street trees [g] List In chart form the proposed types of landscape materials (trees, shrubs, ground cover) Include In the chart genus, speCies, common name, quantity, Size, spacing, and method of planting f. Architectural Plans Rev,sed 1/1/08 Molly Markanan 6 of to ~ Exterior elevations of all bUildings and structures proposed for the development site, including height ~ Conceptual floor plans g. On-Site Lighting Plan ~ Location, orientation, and maximum height of exterior light fixtures, both free standing and attached ~ Type and extent of shielding, including cut-off angles, and type of Illumination, wattage, and luminous area ~ Photometric test report for each light source o Additional Matenals That May be Required IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS DISCUSSED IN SDC 5.1-120: o Where a multi-family development IS proposed, any additional matenals to demonstrate compliance with SDC 3 2-240 o Riparian Area Protection Report for properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top of bank of any direct tributaries of WQLW o A Geotechnical Report prepared by an engineer must be submitted concurrently If there are unstable sOils and/or a high water table present o Where the development area IS within an overlay diStriCt, address the additional standards of the overlay district ~ If five or more trees are proposed to be removed, a Tree Felling Permit as specified In SDC 5 19-100 o A wetland delineation approved by the Oregon DIVIsion of State Lands must be submitted concurrently where there IS a wetland on the property o Any required federal or state permit must be submitted concurrently or eVidence the permit application has been submitted for review o Where any grading, filling or excavating IS proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development o Where applicable, any Discretionary Use or Variance as specified In SDC 5 9-100 and 5 21-100 o An Annexation application, as specified In SDC 5 7-100, where a development IS proposed outside of the city limits but within the City's urban service area and can be served by sanitary sewer Date Received. JUl I I 2008 Onglnal Submittal Rev,sed 1{1{08 Molly Markarian 7 of 10 " " CITY OF SPRINGFIELD VICINITY MAP DRC2008-00042 353 Deadmond Ferry Road ~E-~ , BMBD_8EA8ME>N8-FERR-Y- . _ SITE Map 17-03-15-40 Tax Lot 2200 North + . Date Received: JUL 1 1 2008 Original Submittal LEGEND =_~.~..._.ozw,,,,," ""-"",~""ltI....:"""",,. -....,,""'....-.... ~"C>:>OlH'i. -.- = ~ @ ....."""""'-TO ne....,.___ .~ - ,;;, _...."'....."",.""" -.- =- -.....~""'" -- ~-, -. ~I)(''',............ -~- '_TO<camIOL""''''' -~ ., .'~ SITE DATA = ""'-"""" "....oan :::.-::_ ,_U,., .'UI<>FT .EIM""'.....,,"'.. -..""" =.."':"_.. ~.:':7.,'-'T 000<"""0'>'<_ ~1CI.f'T TOl"'1PN:E1 ~.- --- ~==- '''''''''ED ~...'"O -,- :: :~;"'" :: ~= .., ......... Ei~;' :: -::=. :: ::: ... ,n""lE I NEAREST TRANSIT STOP I LOCATED ON GAME FARM ROAD BETWEEN DEADMOND FERRY RD AND BEL TUNE RD Date Received' -._,~~~~ - ~0~- _'=:"_1\-:- .-"'~f ,_.~ :~ / : ~,. ' . .. : '"." ~ 'ooX I I \.. :~. '" ~ : ~ ~j I ,~ .~ '~-::j: I - '\ \ ~:"J :.- Q~~ -,,- I j T~2~T'OO \~~ ~~:J "~ i0~''; I )j ~ -,' :~ ,,(.). .~.'?-~ ~", .~ ',,'\ - 1-- ."."./ \~'~~ " ,-"-,, ~. ~-' '\.. h,.. " I .I I =-1 F- ~ :..~ ~}.: _, I . , ...---,,,, , ' , -, ~~..\ , , t.'!.=: I . f' I~~"'i = ~ ~: . 'r_::::::d- I ' I ~ I! r:-J ,-- NOTES JUL 1 1 2008 ~~..:: 4 SITE PLAN () Original SubmIttal ..c ~ c:::; Q) ::r:: Q) u c;l Q) 0.- ill ANDERSON DABROWSKI ARCH lTECTS cec A) ,.:JOSE"""..... _'00 _OFIgn'4 l:\m\~tm~ _.AOatcrIIKb.com ~f:~.~ ~_..=:..;:,:"":......M ~ """'K..........'<alG,.... loIurHM~elrtl1<::._t "'~""""AOA:> _"'00".'''''''' 5.-....1_ -- - -- ..._ ....un...... -. - -. -- A21 Date Received JUl 1 1 2008 _ PeaceHealth July 7, 2008 Original Submittal Site Plan Review Application PeaceHealth Medical Group Nurse Midwifery Birth Center Written Explanation of the Proposal Applicant and Property Owner Peace Health Oregon Region 777 E 11th Avenue POBox 1479 Eugene, Oregon 97440 Representative Philip Farrmgton, AICP Director, Land Use Planmng & Development PeaceHealth Oregon RegIOn 123 InternatIOnal Way Sprmgfield, OR 97477 (541) 686-3828 * Fax (541) 335-2595 nfarrmctonlalneacehealth or~ Project Name PeaceHealth Medical Group Nurse MidWIfery Birth Center Map No 17-03-15-40, Tax Lot 2200 353 Deadmond Ferry Road, Sprmgfield, OR 97477 Approx 1 07 acre Low Density ResidentIal InsIde Spnngfield CIty limits, UGB Assessor's Map/Tax Lots Site Location Property SIze Zonmg/Plan DeSignatIOn JunsdlctlOn 1.0 Land Use Request As Illustrated m the attached plans, Peace Health Oregon RegIOn ("the Applicant") requests Site Plan approval for a new Nurse MidWIfery Birth Center ("Birth Center") to be operated by PeaceHealth Medical Group at the above- referenced locatIon The Birth Center IS a umque use that prOVIdes chIldbirth servIces approxlmatmg an m-home expenence and settmg, but WIth delivery support, pre-natal care and post-natal support from expenenced certified nurse midWIves With the opemng of the new Sacred Heart Medical Center at RlverBend, It IS essential to have the " SIte Plan ReVIew ApplIcatIOn Peace Health MedIcal Group Nurse MIdwIfery BIrth Center .Jnlv 7. 2008 Page 2 BIrth Center m a proxImate locatIOn should the need anse for medical servIces or delivery optIOns that reqUire hospital care The current Birth Center operates out of a two-story hlstonc home on a reSidentIally zoned site m Eugene Just two blocks from Sacred Heart Medical Center- University Dlstnct The Applicant proposes to construct a new Birth Center m a smgle-story bUlldmg on the subject sIte Just north of SHMC at RIverBend The proposed BIrth Center would replace an eXlstmg residence located on the site WIth a new bUlldmg that would have an attractive residentIal appearance to be compatIble WIth the SIte, abuttmg residentIal uses, and applicable CIty code reqUirements The Applicant has conducted pre-applicatIOn and pre-submIttal meetmgs WIth CIty staff (ZON2007-00060 and PRE2008-00036, respectively) The accompanymg plans reflect changes based upon mput received from City staff 2.0 Background/Context The subject site IS WIthm the Sprmgfield City limits, m the Gateway Refinement Plan (GRP) area, and zoned and deSignated m the GRP and Metro Plan for Low DenSity ResidentIal (LDR) uses The site IS WIthm the approved RIverBend Master Plan boundary, which IdentIfies It for uses allowed m the LDR zone Abuttmg properties to the east and west are also zoned and deSignated LDR and developed WIth smgle-famIly residential uses Property north of the site across Deadmond Ferry Road IS zoned and deSignated Campus Industnal It IS owned by the Applicant and developed as a busmess park Property abuttmg the sIte to the south IS also owned by the Applicant and IS zoned Mixed Use Commercial (MUC) and deSignated Community Commercial on the GRP and Metro Plan diagrams The property to the south IS currently undeveloped but IS planned for MUC uses m the RIverBend Master Plan Spnngfield Development Code (SDC) 3 2-210 allows some non-resIdentIal uses m a residentIal zone subject to SIte Plan ReVIew approval and conformance to SpecIal Standards outlmed m SDC 47-190 A midWIfery birth center IS a Unique use, and therefore IS not mcluded among the specIfic uses listed m Code However, among the uses permItted m reSidentIal zones are "ProfeSSIOnal offices" SDC 4 7-190 E Identifies these as mcludmg" medical and dental practitIOners and Similar general office uses engaged m support servIces to their busmesses and/or their parent companies" Through the pre-applicatIOn process, City staff and the Planning Director have mterpreted that the Birth Center use IS SImIlar to allowed uses such as "medical practitIoners" and that the Center's educatIOnal servIces, lactatIon consultatIOn and Similar support servIces are among the "support servIces" proVIded for the Birth Center's patients The Date Received JUl 1 1 2008 Onglnal Submittal SIte Plan ReVIew ApplIcatIOn PeaceHealth MedIcal Group Nurse MIdWIfery BIrth Center .JIIlv 7. 200R Page 3 attached e-maIl correspondence from the DIrector confirms that the proposed use can be approved through the SPR process, proVIded It complIes WIth SpeCIal Use standards set forth In Code The SpeCIal Standards alloWIng such a use In resIdentIal zone Include proVISIons that . The subject sIte must be "adjacent to CC or MRC dIstrIcts " [SDC 4 7-190 A 1] The subject sIte abuts the MIxed Use CommercIal (MUC) zonIng dIstrIct along the sIte's southern boundary The applIcable Code language cIted was developed long before the CIty even developed the MUC zonIng dIStrICt, but ItS obVIous Intent was to reqUIre that non-resIdentIal uses allowed In resIdentIal dIstrIcts be adjacent to commercIally zoned dIstrIcts CIty staff and the plannIng dIrector Interpreted through the pre-applIcatIOn process that the MUC zone suffices as beIng SImIlar to the CommunIty CommercIal (CC) and Major RetaIl CommercIal (MRC) zones for purposes of determInIng the SUItabIlIty of alloWIng certaIn uses on a sIte abuttIng a reSIdentIal dIstrIct . The majorIty of the square footage of the structure must be located no more than 100 feet from CC or MRC dIstrIcts [SDC 47-190 A 2] The majorIty - and nearly all - of the square footage of the proposed BIrth Center IS located WIthIn 100 feet of the abuttIng commercIally zoned property to the south . A "professIOnal office" WIth more than 2,000 sf of gross floor area must abut an arterIal or collector street [SDC 4 7-190 B ] The proposed BIrth Center IS a sIngle-story bUIldIng WIth Just over 4,000 gross sf of floor area, and the north end of the sIte abuts and takes access off Deadmond Ferry Road, a collector street as IdentIfied on the CIty'S ArterIal and Collector Street Plan and In the adopted RegIOnal TransportatIOn Plan Other proVIsIOns In the SpeCIal Use standards are met through thIs SPR applIcatIon SpeCIfically, there IS no parkIng proposed WIthIn the front yard setback and parkIng IS screened as reqUIred In SDC 47-190 C More than 67% of the sIte IS landscaped, well In excess of the 25% mInImum reqUIred In SDC 4 7- 190 F The sIte has conSIderable tree canopy, whIch IS IdentIfied as a "Natural Asset" In the Gateway Refinement Plan (GRP) and IdentIfies the larger tree coverage as "Other PromInent VegetatIOn" ConSIderable care has been takmg In laYIng out Date Received. JUL 1 1 200B Original Submittal SIte Plan ReVIew ApphcatlOn PeaceHealth MedIcal Group Nurse MIdWifeI)' BIrth Center .Julv 7. 2008 Page 4 the proposed use to mmlmlze tree removal and tree Impacts to the extent practIcal RelatIOnshIp to the GRP IS further artICulated below 3.0 Specific Proposal The ApplIcant proposes constructmg a new bUlldmg-on sIte that would appear resIdentIal m nature, whIle proVIdmg the expertIse of certIfied nurse mIdWIves m a home-bIrth atmosphere desIred by expectant mothers usmg the BIrth Center The proposal sItes the ne", bUlldmg largely on the footprInt of the eXlstmg structure and other open area on-sIte as a means of preservmg eXlstmg trees and mlnImlzmg ImpervIOUS surface The 4,0225 sfbUlldmg footprmt and 9,9002 sf of ImpervIOUS surface for drIveway and reqUIred parkmg Improvements represent an mcrease of 6,711 2 sf of ImpervIOUS surface on the 1 07-acre sIte The proposal results m less than 30% lot coverage for the sIte - well under the 45% allowed m SDC 3 2-215 Currently the sIte has a dwellmg and shed WIth a footprmt of 2,497 4 sf, and 4,714 1 sf of ImpervIOUS surface m drIveway and parkmg areas (a total of 7,211 5 sD The ApplIcant was mformed through the pre-applIcatIOn process that Code- reqUIred parkmg would need to be prOVIded on-sIte To comply WIth thIS and other reqUIrements (e g , drIveway WIdth for fire access, etc ) and to mInImIze tree removal, the ApplIcant proposes to take access VIa a slIghtly relocated drIveway curb cut off Deadmond Ferry Road The eXlstmg curb cut IS 17-feet WIde and located near the northeast corner of the sIte To reduce the need for addItIOnal tree fellmg, to preserve the mtegrIty of a large cluster of trees at the northeast corner of the SIte, and to proVIde greater separatIon from the abuttmg neIghbor's drIveway (to the east), the ApplIcant proposes to mstall a 24-foot WIde drIveway centered west of the eXlstmg eastern curb cut As shown on Sheet A2 1, the proposed parkmg spaces have a 16' long paVIng depth WIth an allowed 2' overhang mto a landscape area (on the east SIde of the parkmg area) or i-WIde paved pedestrIan walk (on the west SIde), thus meetmg Code standards for parkmg area paVIng dImenSIOns The GRP encourages development proposals to seek "reasonable retentIon of eXlstmg trees" [GRP ImplementatIOn ActIOn 8 4] ThIS proposal fulfills thIS objectIve by retammg trees to the extent practICable, and preservmg 80% of the tree on-sIte All eXlstmg trees larger than 5" dbh were mapped, mventorIed, and evaluated by a certIfied arborIst A tree fellmg permIt to remove 15 trees necessary for constructIOn WIll be submItted concurrently WIth the complete submIttal package Date Received JUL 1 1 2008 Original SubmIttal Site Plan RevIew ApplIcatIOn PeaceHealth MedIcal Group Nurse MidWIfery BIrth Center .Julv 7. 200R Page 5 Smce the sIte IS wholly or partIally WIthm the DrInkmg Water ProtectIOn and Floodplam ProtectIOn overlay zones, concurrent Type I DWP and FPO applIcatIOns WIll also submItted concurrently WIth the complete SPR applIcatIOn package 4.0 Relevant Conditions of Approval The folloWIng IdentIfies relevant condItIons of approval establIshed m earlIer land use approvals (I e the orIgmal RlverBend Master Plan, amended Master Plan) and demonstrates how the proposal relates to these condItIOns of approval Master Plan Approval (LRP 2005-0001 and LRP 2006-00010) Condition 50 A bzke/pedestrzan connectzon shall be establzshed through the LDR property owned by PH between the MUC development and Deadmond Ferry Rd to provzde access between the MUC retazl area and the Campus Industrzal area and adjacent reszdentzal propertzes to the north The Fznal Master Plan shall show thzs lznkage Thefinallocatzon and constructzon shall be a component of Szte Plan Revzew for the structure zdentzfied as Buzldzng A Response: The ratIonale for the above-referenced condItIOn was relatIve to Sprmgfield Development Code (then SDC 31 060(3) - SPR cnterIa) objectIves "to proVIde bICycle and pedestrIan connectIons to adjacent mdustrIal areas ThIS adjacent mdustrIal area IS the Campus IndustrIal area north of Deadmond Ferry Rd " (see pg 34 of 67, ExhIbIt B to CIty CounCIl approval of LRP 2005-0001) Staffs dISCUSSIon m ExhIbIt B as the baSIS for thIS condItIon noted "No bICycle or pedestrIan facIlItIes are proposed between Deadmond Ferry Road and the MUC retaIl area [m PeaceHealth's orIgmal Master Plan submIttal] There IS an eXlstmg Low DenSIty ResIdentIal (LDR) lot owned by PeaceHealth between thIS development area and Deadmond Ferry Road that could be utIlIzed to make the connectIOn [emphasIs added] PeaceHealth now owns the former Sony property whICh IS now referred to as the RlverBend Annex The applIcant has mdICated that the Annex WIll be utzlIzed for office space and medIcal laboratorIes It IS lIkely that pedestrIan trIpS between the RlverBend Annex and the Master Plan area WIll be lIkely [SIC] To encourage such non-vehICular trIPS, pedestrIan connectIOns must be establIshed between Deadmond Ferry Road and the Master Plan sIte" Clearly, a pathway extendmg through the BIrth Center sIte would pose unacceptable rIsks and conflIcts, could result m addItIonal tree removal, and would not be m a locatIOn that would best proVIde connectIVIty to the Campus IndustrIal uses to the north Date Received: JUL 1 1 2008 Onglnal Submittal Site Plan Review ApphcatlOn PeaceHea\th Medical Group Nurse MIdWifery Birth Center .Julv 7. 2008 Page 6 The Staff commentary noted that development elsewhere" could proVIde a lmk to Deadmond Ferry m some other, unspecified locatIOn "At the time the Staff report and condItIOns were drafted, Peace Health dId not own any other property that could have proVIded connectIVIty between the RIVerBend area and the Campus IndustrIal area to the north Smce that tIme, Peace Health acqUIred addItIOnal property and used It to route an underground pneumatIc tube between the R.1verBend Annex and Sacred Heart MedIcal Center at R.1verBend A portIon of thIS route was paved between Deadmond Ferry Road and St Joseph Place, proVldmg convement access to the St JosephjR.1verBend DrIve mtersectlOn and other pathways, sIdewalks, and bIke lanes on the remamder of the RIver Bend sIte The termmus of the pathway on Deadmond Ferry Road IS also closer to any access pomt mto the RlverBend Annex than would be avaIlable m a termmus at the subject sIte The Plannmg DIrector has mterpreted that the pathway Improved on the pneumatIc tube route suffices to comply WIth the reqUIrement m CondItIon #50 for accessIbIlIty between the RlverBend area and the Campus IndustrIal area to the north Subdivision Tentative Plan Approval (SUB 2005-0012) Condition 35 The applIcant shall Install a samtary sewer lateral serVIng Lot 10 from the maInlIne In Deadmond Ferry Road, and the eXIstIng on-sIte sewel age dIsposal system shall be decommIssIOned prIOr to FInal Plat approval Response: ConsIstent WIth the above reqUIrement, a samtary sewer lme was extended to and connected WIth the eXlstmg reSidence on-sIte last year (COM2007-00894), and the on-site septic system decommissIOned The proposed BIrth Center would use thIS samtary sewer extensIOn mto the sIte as well Condition 47 PlIOI' to FInal Plat approval the applzcant shall proVIde Lots 10 and 11 WIth access to an approved stormwater system On the FInal Plat, a prIVate draInage easement shall be recorded agaInst Lot 11 to proVIde Lot 10 WIth access to the publzc system, or alternate draInage prOVISIOns to sel ve Lot 10 acceptable to the CIty EngIneer shall be proVIded Response: The Fmal SubdIVISIOn Plat SIgned by the CIty and submitted to Lane County on May 30 proVIded a dramage easement across Lot 11 for benefit of the subject sIte The applIcatIOn, however, demonstrates the feaSIbIlIty of an alternate proVISIon to serve Lot 10 as allowed by the above condItIOn of approval ThIS applIcatIOn proposes extendmg a prIvate stormwater easement to the front of the subject Site, then east to an area dram on the nelghbormg property The owner of the neIghbOrIng property has given authOrIzatIOn to the applIcant for Date Received: JUL 1 1 2008 Original Submittal SIte Plan ReVlew ApphcatlOn PeaceHealth MedICal Group Nurse MIdwIfery BIrth Center .Julv 7. 2008 Page 7 access to that area dram To protect tree roots, the Applicant's consultmg arbonst WIll supemse constructIOn trenchmg to mmlmlze potentIal Impacts to tree roots on- and off-Site A formal easement and written agreement WIll be submitted to the City for reView, and WIll be recorded pnor to Fmal Site Plan approval 5.0 Site Plan Review Submittal Requirements 1 AppllCatzonfee ReqUired Site Plan ReView ($4,099 + $3,67559) and postage fees ($155) WIll be paid upon receIpt of thiS submittal ($7,929 59 total) 2 Copy of deed and prellmznary tztle report Copies of the deed and title report are attached 3 Copy of reduced (8 S"Xll'] Site Plan A reduced SIzed copy of the SIte Plan IS attached 4 Right-of-way Approach Permit appllcatzon Not applicable, smce the subject site does not have frontage on any ODOT faclhty or reqUire a nght-of-way approach permit 5 Stormwater Management System Study Three (3) copies of the Stormwater Management System Study and reqUired storm water scopmg sheet are submitted WIth thiS apphcatlOn 6 Traffic Impact Study AB confirmed at the Pre-Development meetmg WIth City staff, the proposed use WIll not generate sufficient tnps to warrant submittal of a TIS 7 Copies of the followzng plans Seven copies of the reqUired draWIng set are submitted WIth the applicatIOn a Site Assessment of EXlstzng Condltzons Sheet C2 0 IS the Site ABsessment A Vlclmty Map IS shown on Sheet Al 0 There are no watercourses or npanan setbacks on the subject sIte The site IS Wlthm the 1-5 year Time of Travel Zone, as depicted on Sheet C2 0 Other phYSical features, trees and topographic contours are Illustrated on the Site ABsessment There are no unstable slopes or high water table that reqUire a Geotechmcal Report b Site Plan Sheet A2 liS the reqUired Site Plan Proposed bUlldmgs, car and bike parkmg faclhtles, dnveway, sign, landscapmg, garbage enclosure, and fencmg are shown Date Received. JUL 1 1 2008 Onglnal Submittal SIte Plan ReVIew ApplIcatIon PeaceHealth MedIcal Group Nurse MIdWIfery BIrth Center ,Tlllv 7. 200R Page 8 The closest eXlstmg transit facilities are located along Game Farm Road between Beltlme Road and Deadmond Ferry Road, off-SIte from the proposed development area The proposed development WIll be constructed m a smgle phase c Imp! ovement and Public Utllztles Plan Site utilities and notes are shown on Sheet C3 0, WIth details on Sheet C6 0, C6 1, and C6 2 d Gradmg and Pavmg Plan Proposed site gradmg IS shown on Sheet C4 0 PaVIng areas are shown on Sheet Cs 0 and details are mcluded on Sheets C6 0 through C6 2 e Landscape Plan Site landscapmg IS shown on Sheet LA-I f Archztectural Plans A floor plan for the proposed Birth Center IS shown on Sheet 1\3 1, and exterzor bUlldmg elevatIOns are shown on Sheets A4 1 and A4 2 8 Addztlonal materzals that may be reqUired a Where a multl-famzly development zs proposed, any addztlonal materzals requzred to demonstrate complzance wzth SDC Section 16 110 ThiS proVIsIOn IS not relevant b Rzpm zan Area Protection Reportfor properties located wzthm 150 feet of the top of bank of any Water Quality Lzmzted Watercourses (WQL W) or wzthm 100 feet of the top of bank of any dzrect trzbutarzes ofWQLW The site IS not WIthm ISO feet of any WQLW waterway or trzbutary, and there are no mventorzed wetlands on-sIte c A Geotechnzcal Report prepared by an engmeer must be submztted concurrently if there are unstable sozls and/or a hzgh water table present The site does not have unstable sozls or a hIgh water table, so no geotechmcal report IS warranted d Where the development area zs wzthm an overlay dzstrzct applicable, address the addztlonal standards of the overlay dzstrzct The attachment Illustrates the proposed Birth Center's locatIOn WIthm the 2-S year TOTZ for the Sports Way wellfield, and IS therefore WIthm the Drmkmg Water ProtectIOn Overlay Dlstrzct The northern portIOn of the site IS WIthm the Date Received JUl 1 1 2008 OrlolnAI ~llhmltt~1 SIte Plan ReVIew ApplIcatIon PeaceHealth MedIcal Group Nurse MIdWIfery BIrth Center .J ulv 7 2008 Page 9 1-2 year TOTZ A DWP development permIt apphcatlOn IS submItted WIth thIS apphcatlon e If five or more trees are proposed to be removed, a Tree Fellmg Permzt as specified m SDC Artzcle 38 The development proposal mvolves the removal of 15 trees on-sIte larger than 5" dbh A Tree Felhng apphcatlon demonstratmg consIstency WIth SDC 519-100 IS submItted WIth thIS SPR apphcatJon f A wetland delmeatzon approved by the Oregon Dzvzszon of State Lands must be submztted concurrently where thel e zs a wetland on the property ThIS proVIsIon IS not relevant, as there are no JunsdlctlOnal wetlands located Wlthm the proposed development area g Any requzredfederal or state permzt must be submztted concurrently or evzdence the permzt applzcatzon has been submzttedfor revzew There are no federal or state permIts requzred h Where any gl admg,fillmg or excavatzon zs proposed wzth the development, a Land and Dramage Alteratzon Permzt must be submztted wzth the land use applzcatzon A Land and Dramage AlteratIOn PermIt WIll be submItted subsequent to SPR submIttal, as allowed by Code Where applzcable, any Dzscretzonary Use, Varzance or Modificatzon ofProvzszons as specified m SDCArtzcle 10 or 11 The proposal does not requzre a Vanance, ModificatIOn of ProVIsIOns or DIscretIOnary Use apphcatlOn Date Received: JUL 1 1 2008 Original Submittal SIte Plan Review ApplIcatIOn PeaceHealth MedIcal Group Nurse MIdWIfery BIrth Center ,j Illv 7, 200B Page 10 7.0 Approval Criteria: SDC 5,17-125 A,: The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. The subject sIte IS zoned Low DenSIty ResIdentIal and so-deSIgnated on the Metro Plan and Gateway Refinement Plan dIagrams The proposed use IS an allowed non-resIdentIal use m the LDR zone as It complIes WIth the SpecIal Use standards m SDC 47-190 As an allowed use m an LDR zone, the proposal IS also consIstent WIth, and complementary to, the RIverBend Master Plan Phase 1 development m the RIverBend Master Plan mcludes the Sacred Heart MedIcal Center at RlverBend, and the proposal seeks to establIsh a new locatIOn for the Peace Health MedIcal Group Nurse MIdWIfery BIrth Center to be proxImate to the medIcal center, should expectmg mothers need a hospItal-based delIvery SDC 5.17-125 B,: Capacity requirements of public and private facilities, including but not limited to, water and electricity; sanitary sewer and stormwater management facilities; and streets and traffic safety controls shall not be exceeded and the public improvements shall be available to serve the site at the time of development, unless otherwise providedfor by this Code and other applicable regulations, The Public Works Director or a utility provider shall determine capacity issues. The subject sIte has all the necessary mfrastructure and capacIty to serve the proposed BIrth Center Samtary sewer facIlItIes were extended mto the sIte last year, and the sIte IS currently served WIth phone, cable, water and electrIC servIces A prIvate stormwater easement IS avaIlable to serve the sIte from the south, but the ApplIcant IS seekmg to tIe mto an eXlstmg area dram on the nelghbormg property to the east as an alternate dramage locatIOn DocumentatIon supportmg the efficacy of thIS proposal IS mcluded m the accompanymg storm water dramage report prepared by KPFF Consultmg Engmeers The sIte has frontage on a fully Improved publIc street (Deadmond Ferry Road) Date Received JUL 1 1 2008 Orlgmal Submittal SIte Plan RevIew ApplIcatIOn PeaceHealth MedIcal Group Nurse MIdWIfery Birth Center .Julv 7.2008 Page 11 SDC 5.17-125 C.: The proposed development shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. The development proposed complIes WIth applIcable deSIgn and constructIOn standards outlmed m the Sprmgfield Development Code, Sprmgfield Engmeermg DeSIgn Manual, and applIcable state bmldmg codes Article 4..2-100 - Infrastructure Standards - TransDortation SDC 42-105 - PublIc Streets CIty TransportatIon DIVISIOn staff stated at the Development Issues Meetmg that a Traffic Impact Statement would not be reqUIred under SDC 4 2-105 A 4 because there are no capacIty Issues on Deadmond Ferry Road, nor WIll the proposed use generate the 500 trzpsj day threshold for requmng a TIS Deadmond Ferry Road IS fully Improved to urban standards as a collector street, and therefore no addItIonal rzght-of-way or Improvements are reqUIred under SDC 4 2-105 B, C, or G SDC 4 2-120 - SIte Access and DrIVeways The subject sIte currently has two fully Improved curb cuts on Deadmond Ferry Road However, both are of a WIdth sUItable for resIdentIal development, and CIty staff mformed the ApplIcant at the Development Issues Meetmg that the proposed use would have to proVIde a 24-foot WIde drzveway Therefore, the ApplIcant proposes adJustmg the eastern curb cut to locate It farther to the west and WIden It to the 24-foot standard dIrected by Staff, whIch WIll also proVIde greater separatIon from the adjacent neIghbor's eXlstmg drzveway to the east There IS no alternatIve to access on Deadmond Ferry Road, a deSIgnated collector street, so the proposal IS consIstent WIth SDC 4 2-120 B 2 The drzveway locatIOn and dImenSIOns proposed otherwIse comply WIth standards m SDC 42-120 C and Tables 4 2-2 and -3 The proposed drzveway IS well m excess of the mmlmum standard m Table 4 2-4 for separatIon from the drzveway to the nearest mtersectlOn on the same street (I e , at Game Farm Road South, several hundred feet to the west) SDC 42-130 - VIsIOn Clearance The proposed new drzveway locatIOn complIes WIth VISIon clearance standards outlmed m SDC 4 2-130 and Table 42-5, as Illustrated on Sheet LA-I SDC 42-135 - SIdewalks The sIte abuts a fully Improved street WIth sIdewalks Date Received: JUL 1 1 2008 Original Submittal SIte Plan ReVIew ApphcatlOn PeaceHealth MedIcal Group Nurse MIdWIfery BIrth Center .Tlllv 7. 200R Page 12 SDC 4 2-140 - Street Trees The sIte abuts a fully Improved street No street trees are located on the subject sIte's street frontage due to utlhty vaults, transformers, and curb cuts m the plantmg stnp - as well as a gUY-WIre for a power pole located m the pubhc nght- of-way Mature trees are located m the front yard setback that help meet the objectives of street trees outlmed m SDC 42-140, and comply WIth the exceptIOn hsted m thIS section of the Code SDC 42-145 - Street Lzghtmg Deadmond Ferry Road IS a fully Improved street, WIth street hghtmg meetmg CIty standards and mstalled by the CIty SDC 42-150 - Bzkeways There are no bIkeways eXlstmg or proposed m TransPlan or the Sprmgfield BIcycle Plan for the subject property As noted above, the CIty estabhshed a condItIOn of approval on the RtverBend Master Plan for a blke/ped pathway that has been met through proVIsIOn of a supenor locatIOn east of the subject sIte SDC 42-155 - Pedestrzan Trazls As noted above, the blke/ped pathway reqUIred m the RzverBend Master Plan has been met elsewhere There are no other eXlstmg or proposed pedestnan trmls IdentIfied m the WJ!lamalane Park and RecreatIon Dlstnct ComprehensIve Plan that affect the subject property SDC 42 -160 - Accessways As noted above, the blke/ped pathway reqUIred m the RtverBend Master Plan has been met elsewhere There IS no basIs for requmng an accessway through the subject property, and an accessway through the sIte would be mherently mcompatlble WIth the proposed BIrth Center use Article 4..':l-100 - Infrastructure Standards - Utilities SDC 43-105 - Sanztary Sewers Per COM2007-oo894 and consIstent WIth reqUIrements m SDC 4 3-105 A and B , the Apphcant mstalled a 4" sanztary sewer lme to serve the subject szte Sheet C3 0 Illustrates the sanztary sewer lme and ItS connectIOn to the proposed development SDC 43-110 - Stormwater Management Sheet C3 0 shows the proposed samtary sewer Improvements and pnvate easement for sIte dramage to the area dram east of the sIte Roof runoff zs proposed to be treated on-sIte usmg a soakage trench as shown on Sheet C3 0 The Storm water Dramage Report dated May 2008 and stormwater scopmg sheet Date Received: JUL 1 1 2008 Original Submittal. Site Plan Review ApplicatIOn PeaceHealth Medical Group Nurse MIdWifery BIrth Center .Julv 7. 200R Page 13 proVIde detail on the proposal and Its conformance WIth proVIsIOns m SDC 4 3- 110 SDC 43-115 - Water Qualzty Protectzon The subject site does not have any JUrIsdIctIOnal wetlands, nor IS It WIthm 150 of a Water QualIty LImIted Watercourse or trIbutary, therefore thIS Code sectIon IS not applIcable SDC 43-120 - Utzlzty Provider Coordmatzon ConsIstent WIth SDC 43-120 B , the ApplIcant has proposed utIlIty facIlItIes and extensIons to the satIsfactIOn of the applIcable utIlIty proVIder SDC 43-125 - Underground Placement of Utzlztzes As called for m thIS Code sectIOn, the ApplIcant IS proposmg to place eXlstmg overhead electrIC power lmes underground to serve the proposed BIrth Center, and remove two eXlstmg power poles on-sIte, as shown on Sheet C3 0 SDC 4 3-130 - Water Service and Fire Protectzon Per state bUlldmg code - as confirmed WIth state and local bUlldmg offiCials - the proposed BIrth Center IS not reqUIred to be sprmklered, and the proposed use WIll not generate demand for a new fire hydrant to serve the development Sheet C3 0 shows the 1" domestIc water Ime extended to serve the proposed Birth Center consistent WIth SDC 4 3-130 A As noted on Sheet Al 0, the bUlldmg WIll be constructed as a Type VA - 1 hr rated, fully smoke-alarmed structure ThiS use of rated constructIOn complIes WIth SFD comments received m the pre- submittal reVIew SDC 43-140 - Publzc Easements Because the sIte has a fully Improved street frontage WIth all necessary utIlIties, no additIOnal publIc utilIty easements are reqUIred to serve the proposed development Article 4..4.-100 - Landscavina. Screenina and Fencina Standards SDC 4 4-105 - Landscapmg Parkmg lot landscapmg complymg WIth SDC 4 4-105 F and the screemng reqUIrement m SDC 47-190 C IS shown on Sheet LA-I EXlstmg landscape screemng abuttmg the property to the east IS proposed to remam IrrIgatIOn and plantmg specIficatIOns meetmg SDC 4 4-105 G are lIsted m the notes on Sheet LA-I Date Received JUL 1 1 2008 Ongmal Submittal Site Plan Review ApphcatlOn PeaceHealth Medical Group Nurse MidWifery Birth Center .Julv 7.2008 Page 14 SDC 44-110 - Screenzng A 6' tall wood fence IS proposed along the south property boundary, conslstenl WIth SDC 4 4-110 A 1 and B 3 The garbage enclosure IS proposed to be fenced and screened consistent WIth subsectIOn B 3 c , see Sheet LA-1, A2 1 and A2 3 SDC 44-115 - Fences Proposed fencmg shown on Sheet LA-1 complies WIth the standards m SDC 4 4- 115 A and Table 4 4-1 Article 4..li-l00 - Landscavina. Screenina and Fencina Standards SDC 45-110 - IllumznatlOn and HeIght Parkmg and drIveway IIghtmg IS Illustrated on Sheet A2 1, WIth photometrIc report Illustrated on Sheet E3 As reqUIred by Code, 12' tall maxImum pole heights WIll be used to Illummate the parkmg area, WIth 3 5' -tall bollard hghts Illummatmg the drIveway LIghtmg plan reflects parkmg area lummmres from the Archltechtural Area LIghtmg UCM serIes and 175 watt metal halide lights WIth a hOrIzontal (full cut -off) reflector and flat glass lens Bollard lights WIll use 100 watt metal hahde lights PhotometrIc mappmg on Sheet E3 does not reflect the fact that east of the 12' -tall parkmg area hghts IS a 15-20' tall laurel hedge screenmg the sIte from eXlstmg development Article 4..6-100 - Vehicle Parkina. Loadina. and Bicucle Parkina Standards SDC 46-110 - VehIcle Parkzng - General Staff mdlcated at the Development Issues Meetmg that parkmg would be reqUIred to serve the use based upon "offices" per SDC 4 6-110 A and C , and SDC 46-125, or 1 space for each 300 sf of gross floor area For the proposed 4,022 sf BIrth Center, thIS would result m a mmlmum of 13 4 parkmg spaces 14 parkmg stalls are proposed, mcludmg one handicapped van-accessIble space SDC 46-115 - VehIcle Parkzng - Parkzng Lot DesIgn The proposal complies WIth the standards m thIS Code sectIOn and Table 46-1 As noted above, parkmg stalls shown WIth 16' -long paVIng dImensIOns abut extra- WIde Sidewalk and/or landscape areas that have another 2' to accommodate vehIcle overhangs as allowed by Code SDC 46-120 - VehIcle Parkzng - Parkzng Lot Improvements Consistent WIth SDC 46-120 A , B , and C , the parkmg lot and drIveway area WIll be constructed of asphalt, WIth SUItable dramage, strIped, and have allowable vehicular encroachment mto WIdened Sidewalk or landscape areas The one Date Received JUL 1 1 2008 Onglnal Submittal Site Plan ReVIew ApphcatlOn PeaceRealth Medical Group Nurse MIdwIfery BIrth Center ,Tulv 7. 200R Page "5 parkmg space for disabled access conforms to the reqUIrements m SDC 46-120 H SDC 46-140 - Bzcycle Parkzng - Faczlzty Deszgn Sheet A2 1 Illustrates racks for the mmzmum three bike parkmg spaces reqUIred m EC 4 6-140 A , and m locatIOns meetmg the dImensIOnal standards m subsectIOn B One of the racks IS located under cover as reqUIred m subsectIOn C Details for bike parkmg design are shown on Sheet A2 3 SDC 46-145 - Bzcycle Parkzng - Faczlzty Improvements Bike parkmg IS located convemently near the entrance to the facIlzty, consistent WIth SDC 46-145 A, and WIll not conflict WIth pedestnan movements Article 4. 7-1 Q!; - Svecific Development Standards - Professional Offices Responses to the applIcable standards m thiS Code section were proVIded above m SectIOn 2 0, page 3 of thiS narrative SDC 5.17-125 D.: Parking areas and ingress-egress points have been designed to:facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas; minimize curb cuts on arterial and collector streets as specified in this Code or other applicable regulations and comply with the ODOT access management standards for state highways. The proposal mcludes parkmg areas and mgress-egress pomts desIgned to meet the needs ofthe proposed Birth Center, while also meetmg Code standards and reqUIrements for fire/lIfe safety access as related m the Development Issues Meetmg WIth CIty staff The proposal proVIdes pedestnan access to all buIldmg entnes, and safe and convement access to the sidewalk along Deadmond Ferry Road - thus proVldmg connectiVIty to transit and other nearby destmatlOns The proposal relocates one of the two eXlstmg curb cuts onto Deadmond Ferry Road (a collector street) but does not]eopardlze safe access or capacity of the street system Date Received' JUL 1 1 2008 0IlgI11,-,. ~L1o.nlrtal Site Plan ReView ApphcatlOn PeaceHealth Medical Group Nurse MidWifery BIrth Center Julv 7. 200R Page 16 SDC 5.17-125 E,: Physicalfeatures, including but not limited to, steep slopes with unstable soil or geologic conditions, areas with susceptibility toflooding, significant clusters of trees and shrubs, watercourses shown on the WQL W Map and their associated riparian areas, wetlands, rock outcroppings and open spaces and areas of historic and/or archaeological significance as may be specified in Section 3.3-900 or ORS 97.740-760, 358,905-955 and 390.235-240 shall be protected as specified in this Code or in state or Federal law. The subject sIte does not have any steep slopes, unstable sOlIs or geologIc condItIOns The sIte IS WIthm the flood hazard boundary establIshed through the RIverBend Master Plan process, and a Floodplam Overlay development permIt applIcatIon IS submItted WIth thIs SPR applIcatIOn There are no JunsdICtlOnal wetlands, rock outcrops, watercourses, or npanan areas on the sIte, nor are there any areas of mventoned hlstonc or archaeologIcal slgmficance The sIte does have consIderable tree canopy, IdentIfied m the Gateway Refinement Plan as a "Natural Asset" as "Other Promment VegetatIOn" The proposal seeks to conserve as many trees on-sIte as practICal, and pays partIcular attentIon to preservmg coherent clusters of trees WIth the assIstance of our project arbonst A Tree Fellmg permIt IS submItted WIth thIs SPR applIcatIon Date Received JUl 1 1 2008 Original Submittal 1II PeaceHealth July S, 200S Tara Jones CIty of Spnngfield Plannmg Department 225 FIfth Street Spnngfield, OR 97477 Re Proposed Nurse MIdwifery BIrth Center Dear Tara Attached are necessary apphcal10n mateoals for submittal on the above-referenced proJect for Site Plan RevIew Tental1ve Plan apphcal10n and concurrently submItted apphcal10ns for Tree Fellmg, Floodplam Overlay Dlstoct Development and Donkmg Water Protecl1on Overlay Dlstoct Tills proJect has been through the pre-apphcatlOn and Pre-Submittal processes (PRE200S-00036), and the attached reflects changes m response to City staff dlrecl1ves through those processes Please dIrect any comments on the attached mateoals to me Thanks to you and your colleagues for your usual courtesy Regards, 01. - p~lh~n, AICP Director, Land Use Plannmg & Development PeaceHealth Oregon RegIOn Date ReceIved JUl f f 2008 OrIginal Submittal Phone (541) 686-3660 Fax (541) 686 3699 PO Box 1479 Eugene OR 97440-1479 WWW peacehealth org DedIcated to ExceptIOnal Medlc/lle and CompaS5lOnate Care ~ ~ " u ~ . j 1i ~ -< ~ ~ o. ~~ ~~ , ,. ., " .8"J, ON ~~ .,c ~~ ~~ ~ ~: ii:t;' 4:t LF W (PUBUC BY SUB) DEADMO~~ -FERRY RD 7 ~- -,"--- -. ~ (BY SlJll)CE LATERAl .,,/ ':',IlCl]r_O:;OJ.KJ.f:IO ~ NP) m"N~1-l 74 Ir_O:;Oj,K.oI.!T llIFNf"J.{ nfllF_<:n.....'U.r:f" 'nll'Nn-l 550 j ",' '" y------ ~ ~'1 \t:) , COTe /,'8 ~ ~ ~, (/ I I I J ,i~;;i~r "'ENOH Rlld-4J250 IE_43150 7nlF_';CUK.l.t1FlJlrNI':l-I7 00" r--~ " ~ ,- ~ ~ -----. --- I I ~""w(D "''''''-'4')u" IE_4325O 30 LF-:;> ~D100~ NOTE 2 ~1.!DVE"rl(IST __ L.nI'"I~""" u...~::.. 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CTlON LOCATION PRIOR SANITARY ORAl 'iitc:g~ UpN~SE WJt 'fWTED THE OREGON B\J~Lf'NG, IN A~E TRASH ~rA REQlJlREt.I~~ coot AN~~ ~TH flNISH~BU"'fiN 12 );AP IS TO ii Of PROVIDED ~E ELEVAllONS 0 ~4 BELOW AND TRAP P~MJk2 lNOi w...~ TO BE sm"CE -B ..- ro C]) ~ C]) () ro C]) ~ g J] LEGEND -@x IE-XXX,XX ROOf DRAIN SEE PLUM8INgONNECTlON Al..L ROOF PL>>lS fOR :;OOf1RMEOO~~ CONNCEn~~nNUA.TlON L,l"l<lS FINAl AACHITEJ3ri:~AI... ~~LOINC WATER S AS ~5~TO COLO~~~LATER1J... ~JWUAll~E"'::5UUBINC ~~ SZE E TliE BUILOINGBACKflOW wI.;: ~~~SAHlTAAYSE ~~T i'oZEB~JI~E ~N~.:i~ce: CONllNUA~citLUMBI~G S~ARY ~ BE VERI~g:^~ON ANOS ~~ NlY ~I~~ TO CON~~~~UBING TO ENGlNEER""CY SHALLBE~ AND EPORTEO iD ~><" ~ .J ~~~:O~SON ARCH ITEC~~ LLe -@><" IE_l(XXJOC 1430SE3 P Sll111l1~8nu8 orUlInd OR 97214 ;~ ~~gi\ ,',9 7377 9-7327 www.AOarchrteclsoom PEACEHEAL GROUP NUR~ MEDICAL BIRTH CENTE~G MIDWIFERY ~=~DFEI\RYRa.o.o DREGONB1477 Submlll8lT R._ ype NORTH ffi o. "... """ f'nljoctN<> FioNa"", m'M " SCALE ~__D 1070 1 INCH.. 20 fEET -" Chod<edlly J'N ~, " JurIodic:llon~ \ Dilte R@~lved. JUL 1 I 2008 Onglnal Submittal lIl!1lJ ::~"t.~ngm9/1r3 _...-==--~- ..." C3 0 \ ShoolTIl!. UT IUTY PLAN .a K & A Engmeermg, Ine 3327 Roanoke Ave, Eugene, OR 97408 (541) 684-9399 VOice (541) 684-9358 FAX engineering July 2, 2008 PrOject 17 08 Anslow and DeGeneault, Inc 1953 Garden Way Eugene, OR 97403 Subject Pavement Support for Fire Vehicles Proposed Peace Health Birthing Center Tax lot 2200 tax map 17 0315 40 Deadmond Ferry Rd , Spnngfleld, Oregon As requested, we have evaluated the adequacy of the pavement structure recommended In our Geotechmcal Site Investigation report dated February 26, 2008, for the support of an 80-klp fire truck The pavement structure recommended In thiS report was 2 5-lnches of hot bituminOUS AC pavement over 12-lnches of aggregate base rock constructed on a sUbgrade prepared as recommended In our report The pavement structure recommended In our February 26, 2008 IS surtable to support an 80-klp fire truck With a frequency expected for thiS type of vehicle Thank you for the opportumty to be of service Please call If you have any quesllons Sincerely, EXPIRES Ii J 'i,4 i" Michael Remboldt, P E K & A Englneenng, Inc Date Received JUL 1 1 2008 Ongmal Submlttal__ 05/JO/2008 09 JJ FAX 541 736 10__ CITY OF SPRINGFIELD PW il1I002 ::;~~'.:' .,'-'J.:"".,.-.., .~. ~ '_"'.':.:.~';"".~ >::':' 'i., Fn: (541) 736-1021 ~. -.' PUBLIC WORKS DEPARTMENT f Engineering DlviSlOll STORMWAlER MANAGEMENT SYSTEM SCOPE OF WORK It"'l'~~~~-' ~'J~ ","~~~I:Jlj "1 l'iL.L'db-,l'l~~ji"-,,_!t..:.~~n::-Jit I :.t;'I.,..';t~ :".,.:.,..T(\:",\ '~1f~ .l~~::'~'"Z";/{1 , Ii 'j' 1~(\I'r~I~'1 -. ,J~' 'l~I' ';'11 l -1(lVit~ ~-"'i!!frs~.(u.u:triJJl ~.uclu2'y,~... ',',,- fr) ~-::"~...,, '''1"..:sI.....'3''-..... '~~I ,'<Pf,..<.::;.l-.u"';b,'iIi< 'Bk>1idLr@.r-1fu <ts".;..~i"~\WD';:i,'O -," -i;:i,\,,'li'7j6-1-'~~...I~' 7~';1.~J) ~l -I' ,I. .,-'::;:;0"""" n,./, ", r~1'! ,"'""l"'::;- -'_''''"'''-'' ..-... ''!''l'", ".'... ;,WI"!':.:~~ ,,-;.'t,'._... '.If", Project Name: ~~If1" e:U'~!~ u..-kY"~Apphl:ll:nt: ~~&\S-l,).I,\ \~.,.. ~ AssessorsPan:el#: of.):'; 3 IS- f.I Lor 'ZZ-O 0 Dafe: 'i!: leql?:D~9 Land Use(s): .tA4C;ut ( Phone#: 'li~l (;8'" tit.tO"t.. Project Size (Acres): '~f, I foz.~ Fu #: ',,1..( ( "81.{ I.{ 'tel 'f ~~~r~.!~.:i~s ~~~~-~7~~.,.~~~~~~f=-~ru2i~~~i~:-~f~~:r:;.~;~ ~ Project Description (fnclude a ropy of Assessor's map): "- PeO(.~J,.~I~ ~'c""l <:n-o....f tJV{'K. f1,&,je~::J -e"rf\. Ctz.~r_ .,~ (A~x~.s-ors """'f ",~ckJ") . Drainage Prop"m (Pnbl1c conneot;ion(s), ciischarg~ localion(s), etc. AUach addll.1011a1 ~eet(.) n=e:;liiIIY' ::J:"".f,1 k-t k n;>o f . .rvl<<-c, f l= , (~"'~ l)}~f'fy l'\-- ) , "" "'\ . 4. Pl'oposed Sturmwater Best Manall'-"'~~; Pr:actiedi ~J<.~C ~"'c:...,t ,J '-"'^-7C:iQ. q""",-1 'ry c,o'Tc.H IilAlSltJ ., , ' .. .~, """''''''''.'''~l'-'''~ul''' 'L_J '.Ll,/' :mil. ......1 .~, >""'''-''''''''''''''''''''tfi''''~i,-:''~.''''' ...' '.O'''''',"",~ ~ 1 '.1\.\1" ~ '~g ..~~ C4rea-~r7WUqJo' urr........~outUVillJlril...""all&l~JDtJre:o~ .. '\" f '31.,'_ . l~", ~'.,.."J1 '., "l~,~,.r ,. ~ . .. _.. .... _. .__ . . {' ,t '"I.ll.r.Ii.U,"l~''' ~ I ~'7, ~-~1'.1 II!I:" ., 1 m tmi -'.Jl1haXe3 checkctJbY'ihitvo~' ~~aiiJ~Dal!k:r,f,AAlf-,h ' k1'l'til1,be 'J " ~.r.j~r\~~.' - , :,"\~~?'''';f.:.r.}I;#' rJT" 'A ,..';;:; k I'eufcA 'f'" ('r"f"''''",_"", 1\<:1.1:,,,_,,- "-v,}!-;;~ <Ie ")'.'", ~''l;''''~ , ....Jl~..l~- ......~.- 'WP_lCf'.., .cptlJp. "1'( 1-'.- ~mi"7' .....~ >;'f~C::,. 1.\,.11... Draina<!e Stndv TVoe lEOS-PM Sectum 4.03.21: /Note. UII ma'\' be substrtnted for Rational Method\l:. . Small SIte Srody - (use Ratlonal Metbod for calcuIalJDns) o Mid-Level Development Study - (.... UIlII Hydrograph Mefl10d for OaIculatwllS) o FuJ1 Dramage Development Srody- (= Umt HydrographMefl1od:fi>1 ca!alIm1cms) 1'" Environmental Considerllfions: . Wellhead Zone \-'Z~..... \(-.~-.l.......e: "" Htllstde Development: ../ A . WetlandfRipanau- ylA II FloodwaylFloodplarn. .....1 A. "3 j ~ Soil Type ..,,,,-M...f...60.... 'lo\\~ (I"""'"; k II OtherJunsdlctions: ...IJ.. f Downstream AnaIvsis: V~ i!t NfA o Flow line for slartmg wafer soIface e1<w.>tLon' o D~gIL HGL to use for start:mg water SUIfuce elevatton: o Manhole/JunctIon to take anaIysLS to: Return to Matt Stolldllr lal City of Sp~li.ld. emaiI: mstuuderlilCUNiaI!lie1d.or.us. FAX: (541) 736-1921 Date Received ReVised 1/llOS Molly Mos1<arf." JUL 1 1 2008 9 0110 Onglnal Submittal. 05/JO/2008 09 J4 F~ 541 7J6 10.. CITY OF SPRINGFIELP rw ~ 0011001 COMPLETE STUDY ITEMS 1i1.~jiiiii.UJ,~K~';;~i "I *13,,".4 upon the mfi,rma/Jo~ pr-tn'uJd on the from of this sheet, thE jiJ/hwmg repr<sf!llts a""""",,", of whaJ ". needed for an qppbalnoTl. W Ix! completejiJr :;ubmrtm/ wrth =Feet to drauzag.; huw~ tfu.a 11!It slwuJd .ot be US.4 '" b"" of W SpTlllgfiekl Development CodE (SDC) or tk Cay's ~g /Jerlgn ManuaL Comp/= WJth """. TTUJ.~ tIc.., I1otco=ute..nu DRp1"1JWi. .&.dtbncmal Slie sp<clfk mjiJrmanon may be reqwred Note. rTpOI1 scoptnz shea sobmrt1<d. ens1iTe CD11IpletedfoT11l lias been Slgned U1 t1te spDtZ provuJd bdow_ - Interon Design StondudsIWat<r Quality (EDSPM Capte.- 3) Rell'a NI.A. M D.AlI It<m-Iroildmg ""'flop (,NBRJ unp~ >UIfaccS $lJa!l b. px..treaWd (0 g. mWti-<;hawl>aed calChbasm w/oil illtrallon medla) fur:;1onnW<lfi:r <JWllity Addiliow1Iy, a minumun of ;;0% ofdw NBR IIIll"'MOllS 5UdiJ\;e sbaIll1l> 1mlW<1 by vegotafi>d wethods Ii! 0 Wh= ""lpnQ, vegml>ve -== deSlgl1 shall be <oD5lSboJt "'lIh I11!enaI desJgD Slandmds (EDSl?M S"'Urm 3 02), setliuthbythe B....Il<>fE~, ___"'l1al Sl:rVlc,," (BBS) <>rCl= W.am;S"",= (CWS) II 0 F""uwNBR_r-'..'USlI''''-'''''' &n 15,000 "lllJl1eteet, a SDIljIJrl\l:d cle>1Jl!1 "PPIQOl:hmay he fi:>U<7WOOllS spec>fied by lb.:BES for Veg,etltlvo __~__ , "" 0 Ih ';"'__.let - -__ SWlI!e.. proposed, subnni calcu1anolllllspecmcabonl> fur sizing, ve!oClly, flow, ",de slopes, bottom ,lope, and I'<'Od l1IIX OOIlBJ5lent w1III oltber BES or CWS '''':I_.~_.s. I!I!I 0 Wate>: QlIabty<al<uJatloDB as_-....:.....,:inS.ctJ.1"l3 03.1 oft6.:BDS!'M II 0 AU huildIDg IQollnp ll101l11li:<l eqIllpmem, or other flutd QO!lfB1Dmg eqWplD.etl1 lo<a!2.d OUlStdcoftbo buildl1lg, shall be pIl>\'ldcd wrth '~_":""J co_ or weather o~ ~ GenenIlSmdy Requlr.....lIls (lIDSI'M ScoIlon 4.03) ~ 0 Dr.lm"lle SlIldy r..........J. by a PrnfeSs.oJ1al ClvD. :S"gi~ bC<;OScC\ m the &tale ofOlegcll. o . A QOropJ.... ~slw:ly. as '"'__~ in EDSl'M'Sect!cn4 03 I, mCIlId1ogahyilro1ogi.cal S!Udymap III 0 CuJ_OlIll ohowmg oys!l:mcapactlyti:>r .Z-y= sDmneveotand o...now efl"...taofa2S-ye:...slom"""",- o /il!I The time of oon<enltal1on (Te) sball be d..,...__~ _ a 10 (llIDIl1e sllltt Inne for developed bosins. R.evle.. of DowuBtr...... SyJtem (EDSPM SeI:tl"" 4.03 4.C) o !II A C:L -_~~ J.........,.~s as d='bod mEDSPM Sec&n4 03 4 C On,.= draim!v:sh!lll be gov=ed by the OJ;egOIll'Jumhmg Specllllty Code (OPSe) o g Elevat10D8 oftbe HGL and flow lines fuc both cIly and pnvOIe fl)'8lems where "PPlICilblo.. Deoign of Stwm ~lems (EDSl'M Scelion 4.04) IIil 0 Flaw 1mes, 5101''', nm eIevm:lOXlS, p,*", type and = clellrly mdtcat.e4 on the pbm Bet. o I!iiI MnumumplpOcoverBhalJbe18 mohe$fuc ,..."L......::p'P" ond36 inches fVrplamCDl1O(elc""d~cp1pOlIIal~ or propoc ~."';"g t3lcuJatwIls.sball bOPIOVlded wl= 1= The -.. ,ball b. sufliClent to support an 80,000 Ib k>ad W1l!wm finbmo of the P1P"' strocblrl:: o ~ Ma..mug',.,,- vaIocs !i:>rplPes sball be Cll1>SlS1I:lIl:"'lIh Table 4-1 oft;heEDSP AJIsto=J'lPCS shall be "pqgI'..;w aclu.... a mWiIrnnn velOCIty oft:!ne (3) feet per """ond Bt 9.5 pIpe fUll bosed on Table 4-1 as wen. ou,er/MJ", I!!!I 0 &Jsjj;)g and l""Pooed COIltwn, located at one 1001 ",_t Im:lude 'l"'1 .I.....uous and otto grnd"" showmg bow sne dnuns III 0 l'n:vale """"wo1cr _.__~ shall be c}"",ly depl""",, on pJaos when ~ ._o~o_..o:r flo\V$ fro", on. ,...-,.._of to an~ .. ~ I o iii Drywe1ls .sba11~reoetv'n>QofffromaDYsadBc.w/o.l1elng lre8led by one o.rmore~s, mil:, tho ""ceplton of residem:lal bwlch1lg rOof, (EDSI' SecllOIl 3 03.4.A) ,.yId1t1OIU1! proVislOIl9 apply to tJug as tcquJ.l1::d b)' tho DEQ Refer to thQ webs.de www deC1.s1:\t.e..ot:us/WD'/e>rotmd;r,.almchome~hom ~n. ~o;o. . ~ '"" o IiI D<1cD1lon ponds sbalIbe desIgned ID ImnllWloffto p~dcveIOpm<nll1l1c fortbe2 tbrough2S-yearSlOlm """"'" ~1 r. '-- ,.: -T/ti$fonn shrdlk ins:bd.t!d 119"" tzlrlzdunm~ insidetkfnml CJW'l; OftM_-... ..__ $tu4y E~", ";~:~ '!,' . ~~E!tc;~!.~~jJi.iOlf~GJv! . ~:~;;.,~'~;'~ :?~;"\" "j As tho <:rJg1Ileer <>f =ord. I hereby cert1fytho above l'eqund 1leInB are oompletc llIId mcluded WIlh the submdted SOltmWlllt;t study and ;7~ ~ ~ D_ 0/30/<98 .,., ReVl,ee1 1/1/Q8 Molly M.ri<arian Date Received JUL 1 1 2008 10 of 10 Onglnal submittal DIvision of Chief Depuly Clerk Lane Counly Deeds and Records 1~~1.~~~~1~ After Recordmg Return to Roger M Saydack Arnold Gallagher Saydack Percell Roberts & Potter, PC POBox 1758 Eugene, OR 97440-1758 111111111111111111111111111111111111111111 $41.00 ,,,,,,..7006200100615700'40045 12131/2001 08: 17 :26 AM RPR-DEED Cnl=l Sln=6 CRSHIER 05 $20.00 $11 00 $10 00 UntIl a Change .s Requested Ma.1 Tax Statements To PeaceHealth, a Washmgton Non-profit CorporatIOn POBox 1479 Eugene, OR 97440-1479 GRANTOR Arlie & Company, an Oregon CorporatIon 722 Country Club Road Eugene, OR 9740 I GRANTEE PeaceHealth, a Washmgton Non-profit CorporatIOn POBox 1479 Eugene, OR 97440-1479 After Recording Return To: Western Title & Escrow Compeny 497 Oakwav Rd SUite 340. Eugene OR 97401 30 -0;5034- 0 I STATUTORY WARRANTY DEED Arhe & Company, an Oregon corporatIOn, heremafter called Grantor, hereby conveys and warrants to PeaceHealth, a Washmgton non-profit corporatIon, heremafter called Grantee, and all of Grantee's heIrS, successors and assigns, all of thaI certam real property wtth all tenements, hereditaments and appurtenances thereto belongmg or m any wise appertammg, sllualed m the County of Lane, State of Oregon, descobed as follows, to-Wit See Exhtblt A attached hereto and by thIS reference specIfically made a part hereof, together with the Granlor's mterest, as Lessor, under any and all leases pertammg thereto To Have and to Hold lhe same unto the Grantee and Granlee's heirs, successors and assigns forever And the Grantor hereby covenants to and With the Grantee and Grantee's heIrs, successors and assigns that the real property IS free from all hens and encumbrances except as shown on Exhibit B attached hereto The true and actual consideratIon for thIS conveyance stated m terms of dollars IS SIX Hundred Thousand Three Hundred Dollars ($600,300) ** which is paid to an accomodator pursuant to an IRS 1031 Exchange In construmg thiS deed, where the context so reqUires, the smgular mcludes the plural and all grammatical changes shall be made so that thiS deed shall apply equally to compames and to mdlVtduals STATUTORY WARRANTY DEED-1 N \P -1\PeaceHulth Oregon Region 13967\Arlle & Company 13967 0004\DocumcntJ\Slat WIr Deed DcadmondFerry wpd Date Received: JUL 1 1 2008 1 4 J On9lnal Submittal THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30930 IN WITNESS WHEREOF, the Grantor has executed thiS Instrument effectIve DEC.f"~ Bt.l< 3' .2001 Grantor: STATE OF OREGON ) ) ss County of Lane ) sot- The foregOing Instrument was acknowledged before me thlsol-day of December, 2001, by ,;)lA2~A.JA/E K /).,et..ifE ,the PRcSID(;AJ-r- ofArhe&Compan ,onbehalfofthe corporation Notary Pub IC for Oregon My CommiSSIOn Expues .. ....... - .-. ~---=-=- ---::~- :,)" .. .. .. OFFICIAL SEAL . t KAREN EICHELBERGER J I A NOTARY PUBLIC OREGON (! I ~ COMMISSION NO 338910 ) ~ :l:.Y_~Q~g,~~E.g~_:fo?<;.T~1.2~_'1 Date ReceIved: STATUTORY WARRANTY DEED - 2 N \P 1\PeaceHealth Oregon RegIon IJ967V.rhc &; Company] 3967 0004\Documcnl$\Slal War Deed DeadmondFeny wpd JUL 1 1 2008 Onglr::l! Suomlltal. EXHIBIT A Beg1nn1ng at a p01nt on the South 11ne of County Road No. 90, sa1d p01nt be1ng 489 0 feet North 890 55' West from an 1ron pipe, wh1ch accord1ng to records 1S 16 8 feet South 260 38' East and 57 34 cha1ns South 890 55' East from the Northwest corner of the W1111am M Stevens Donat1on Land Cla1m No 46 1n Townsh1p 17 South, Range 3 West of the W111amette Mer1d1an, and runn1ng thence North 890 55' West parallel to the North 11ne of sa1d cla1m, 169 8 feet more or less to the East 11ne of that certa1n tract conveyed by John Haxby and Esther Haxby, to Earl H. Brown and Eva L Brown, thence South along the East 11ne 274 2 feet, thence East 169 8 feet more or less to the West 11ne of the tract conveyed by John Haxby and Esther Haxby to Opal Irene Allen, thence North 274 2 feet to the place of beg1nn1ng, all be1ng 1n Sect10n 15, of sa1d Township and Range, 1n Lane County, Oregon Date Received: 1 c ~ . , JUL 1 1 2008 Onglnal Sl.lbmlltal . EXHIBIT B The r~ghts of the publ~c ~n and to that port~on of the prem~ses here~n descr~bed ly~ng w~th~n any publ~c road or h~ghway Date Received: :1 1 , JUl 1 f 2008 Onglnal Submittal , ~ver reen Land Title Company ^ PRELIMINARY TITLE REPORT ( '\ TO: PEACEHEALTH EMAll.: pfarnngton@peacehealth org ATTN PHILIP FARRINGTON RE PEACEHEALTH 353 DEADMOND FERRY RD SPRINGFIELD , / Order reports and listing kits onlme at (wwwevergreenlandtIlle com) Date Received: 'JubJ 8, 2008 ELT-55428 JUL 1 1 2008 Onglnal Submittal Main Office 1651 Centenmal Blvd Spnngfield, OR 97477 Phone # (541) 741-1981 Fax # (541) 741-0619 Branch Office 875 Country Club Road Eugene, OR 97401 Phone # (541) 687-9794 Fax # (541) 687-0924 1651 CENTENNIAL BLVD . SPRINGFIELD, OR 97477 POBOX 931 . SPRINGFIELD, OR 97477 PHONE S41 7411981 FAX 541 741 0619 4. , ~ ~~ ~x~lrg!t:~~ TITlE INSURANCE SERVICES. ESCROW CLOSINGS 875 COUNTRY CLUB RD . EUGENE, OR 97401 POBOX 10211 . EUGENE, OR 97440 PHONE 541 6879794 FAX 541 6870924 July 8, 2008 OurOrderNo ELT-55428 SUPPLEMENTAL TITLE REPORT PeaceHealth 123 IntematlOnal Way Spnngfield, Oregon 97477 Attn Pillhp Farnngton Estimated PremIUm for PARTIAL BILLING $200 00 TOTAL $200 00 Dear PilllIp We are prepared to Issue on request and on recordIng of the appropnate documents, a polIcy or polICies as applIed for, With coverages as Indicated, based on thIS prelImInary report LEGAL DESCRIPTION: SEE A IT ACHED EXHIBIT A Showmg fee SImple title as of July 1, 2008, at 8 00 am, vested In PEACEHEALTH, a WashIngton non-profit corporatIOn SubJect only to the exceptIOns shown hereIn and to the tenns, condItions and exceptIOns contaIned m the policy fonn No lIabilIty IS assumed until a full premIUm has been pllld Date Received JUl 1 1 2008 Onglnal Submittal CONTINUED "IN OUR BUSINESS. YOU MATTER MOST" wwwevergreenlandbtle com ELT - 55428 Page 2 SCHEDULE B GENERAL EXCEPTIONS 1 Taxes or assessments winch are not shown as eXlstmg liens by the records of any taxmg authonty that leVies taxes or assessments on real property or by the public records, proceedmgs by a public agency winch may result m taxes or assessments, or notIces of such proceedmgs, whether or not shown by the records of such agency or by the public records 2 Facts, nghts, mterests or cllllms winch are not shown by the public records but which could be ascertlllned by an mspectlOn of the land or by maIang mqUlry of persons m possessIOn thereof 3 Easements, or clauns of easement, not shown by the public records, reservatIOns or exceptIons m patents or m Acts authoozmg the Issuance thereof, water nghts, claims or tItle to waler 4 DIscrepanCies, conflicts m boundary lines, shortage m area, encroachments or other facts winch a correct survey would disclose 5 Any lien, or nght to a lien, for services, labor, matenal, eqUipment rental or workers compensatIOn heretofore or hereafter funllshed, Imposed by law and not shown by the public records CURRENT EXCEPTIONS 6 2008-2009 Taxes, a lien not yet due or payable 7 Rights of the public m any portIOn of said premises Iymg Wlthm the limIts of streets, roads and highways 8 DeclaratIOn of Access and Mamtenance Agreement, mcludmg the tenns and proViSIOns thereof, between PeaceHealth, a Waslnngton non-profit corporatIOn, WlIlamalane Park and RecreatIOn DiStrict, an Oregon special dlstnct, and the City of Spnngfield, a mumclpal corporatIOn of the State of Oregon, by mstrument Recorded May 10, 2006, ReceptIOn No 2006-032093, Lane County Oregon Records NOTE Taxes, Map No 17-03-15-40-02200, Code 04-78, Account No 0150514,2007-2008, $2,853 43, paid m full NOTE The address ofthe property to be msured herem IS 353 DEADMOND FERRY ROAD, SPRINGFIELD, OREGON 97477 NOTE A JUDGEMENTILIENIBANKRUPTCY SEARCH was done for the nameCs) PEACEHEALTH, and as of July 1, 2008, none were found CONTINUED ~ Date Received: ~~ f' JUL 1 1 2008 Ongll',~j ~'I..bmlttal . ELT - 55428 Page 3 NOTE As of July 1, 2008, there are no hens for the City of Spnngfield INFORMATIONAL NOTE The vestmg deed and changes Wlthm the last 24 months are as follows WARRANTY DEED RECORDED December 31, 2001, FROM ARLIE & COMPANY, AN OREGON CORPORATION, TO PEACEHEALTH, A WASHINGTON NON-PROFIT CORPORATION, RECEPTION NO 2001-088570 NOTE: SUPPLEMENTED TO UPDATE REPORT. Very truly yours, EVERGREEN LAND TITLE COMPANY HOME OFFICE By // . (/~ ~ . n '- /=~~~ .C':?,.__ Josepli M Silence Title Officer NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND PREMIUM PAID IF FOR ANY REASON THE REPORT IS CANrPT T pn, A MINIMUM CANCELLATION FEE OF $200 00 WILL BE CHARGED Date Received JUL 1 1 2008 Onglnal SubmIttal ELT - 55428 Page I of 1 Legal DescnptlOn EXHIBIT A Begmnmg at a pomt on the South lme of County Road No 90, sllId pomt bemg 489 0 feet North 890 55' West from an Iron pIpe, wluch accordmg to records IS 168 feet South 260 38' East and 57 34 chams South 890 55' East from the Northwest comer of the WIlham M Stevens DonatIOn Land Claun No 46, m TownshIp 17 South, Range 3 West of the WIllamette Mendlan, and runrnng thence North 890 55' West parallel to the North lme of saId Cllllm, 169 8 feet, more or less, to the East lme of that certam tract conveyed by John Haxby and Esther Haxby, to Earl H Brown and Eva L Brown, thence South along the East lme 274 2 feet, thence East 169 8 feet, more or less, to the West lme of the tract conveyed by John Haxby and Esther Haxby to Opal Irene Allen, thence North 274 2 feet to the Place of Begmmng, all bemg m SectIOn 15, of sllId TownshIp and Range, m Lane County, Oregon Date Received: JUL \ \ 2008 -1 , Oll;j,,':i "u:"i",t,al --.---. ~ , r r:::' " ~'/ __ L~\ tl \, '_I I j 1..l1== (-:::. ,!.'~ ~ ~"'\: I ~ ~ \,'! ' J~ L :/~~nll ,. , :' ~.\' ,1, r " -,' - I N VI' I \L,CL uh., ' ," VI.j .. L l..\ l:qGC,?URTE::c-y OF ~ ,~ C . <.tr;!,jLANGT 74' 100 ITLE l,( MAl ", " o~ - - - - Date Received JUL I I 2008 Original Submittal SEE MAP 17 03 22 lI-c7 -/5-c..;o _ ~'T-25115 -..r " ,.., .... _ -=::: ,-,-.r 22 -a K & A Engmeermg, Inc 3327 Roanoke Ave, Eugene, OR 97408 (541) 684-9399 VOice (541) 684-9358 FAX engineering July 2, 2008 PrOject 17 08 Anslow and DeGeneault, Inc 1953 Garden Way Eugene, OR 97403 Subject Pavement Support for Fire Vehicles Proposed Peace Health Birthing Genter Tax lot 2200 tax map 17 0315 40 Deadmond Ferry Rd , Spnngfleld, Oregon As requested, we have evaluated the adequacy of the pavement structure recommended In our Geotechnical Site Investigation report dated February 26, 200a, for the support of an aO-klp fire truck The pavement structure recommended In this report was 2 5-lnches of hot bituminous AG pavement over 12-lnches of aggregate base rock constructed on a subgrade prepared as recommended In our report The pavement structure recommended In our February 26, 200a IS su Itable to support an aO-klp fire truck with a frequency expected for this type of vehicle Thank you for the opportunity to be of service Please call If you have any questions Sincerely, EXPIRES liN/Pi" Michael Remboldt, P E K & A Englneenng, Inc Date Received. JUL 1 1 2008 Onglnal Submittal lJcn Unlv"rse Bollard , HOW TO ORDER Start with the Universe BoIard . UCB a Select a kJminous element, ff desired, 0 Salact a hood style. II Select a lamp ballast. a Specify a standard AAl color, RAL color, or custom color (cus- tom colors reqLire a sample color chip at time of Ofderirg), D Select an ~tional hood flnish ff desired. ell Choose al'Y)' desired options. LeB WM STR srs Ordering Examples LUM I NOOS LAMP HOOD f[mR! !LlIdHT HOOD BALLAST COLOR rINI9t OPTIONS UCB FlA IL-55 MAL UCB LUM srn 42CF BU< STS BBU UCB SA srn 70MH WHT HSS UCB VSL FLR ~HEB SAM COP Weight: 'ZT lbe. IP RATtlG: 66 23 Date Received: JUL 1 1 2008 Or~G !_i v\.i.~;{..~:~ i~...__ ARCHITECTURAL AREA LIGHTING U C B U N ll.uminuus E1..ml'nt WND 3 w.lDONS LU Casttrlrl1e 5.25./130.... OIMlETeR 2.75.no..... HGH SR SCUD RINGS .~ I I It 1 Alminum rings 7.5'/19(),j... DlI,KltR VSL VERTICAL SlOTS 111111111: Cast frB'l1e 5.25./130.... OIMlETeR 2. 75'no..... HGH LUM LUMINOUS RINGS : ; : :: : ; : Edge lit a~ic rings 7.625./167.... D....ETeR 2.75' no.... HGH ARCHITECTURAL AREA LIGHTING V E R S E COLLECT o N 2 HmKl ~ STR STRAI3HT SHADE 15.1360.... OIMlmR 3.0.n5..... HGH FLR FlARED SHADE ~ 15./380..... OIMlETER 3.0'n5f.o.. HIGH Date Received: JUL 1 1 2008 Original Submittal 3 Lunp/Halbst INC For 1159 with medium base, incmdes- cant lB'l1ps up to 100 watts, 120 volts. CF Compact l\.. "., . elootroric balast 120 ttnJ 277 vdt. 18"C ~.,: \. . tan'1J9ra- bJre, usa 4.pin 26. 32 or 42 watt IlYTll. 39MHT6EB 39 watt electronic matal halide ballast 120 thru 277 volt. G 12 bese, use a dear T-6 ceramic matal halidelB'l1p. 50MH 50 watt matal halide 1201277 volt bellast. Use a madillYl base, door ED-171B'l1p. 50MHEB 50 watt electronic matal halide ballast 120 thru 277 volt. Usa a mEldllYl bese, dear ED-17 lB'l1p. 70MH 70 watt matal halide multi tap ballast 120120812401277 volt. Use a medium bese, cle... ED-17 lamp 70MHEB 70 watt electronic matal halide ballast 120 thru 277 volt. Usa a mEld.." bese. dear ED-17 lB'l1p. 70MHT6 70 watt matal halide multitap bela51 t201277 voh. Use a G12 base, claar T-6 COOlmc MH lamp. 70MHT6EB 70 watt electronic matal halide ballast 120 thru 277 vOlt. G 12 base, us. a dear T-6 ceramic mata' halidelB'l1p. 50HPG 50 watt hi;jl presSUfil sodium bellast 1201277 voh. Us. a medi.rn bese, cle... ED-17 lamp. 70HPG 70 watt hi;jl pressure sodium be/last 120120812401277 voh. Use a mEld.." base, cloor ID-17 larlll. IL.55 55 watt Phlips Irdu:tion LBrIll li;jltrlg ~ t 20, 21)1, 240 or 277 voh. Rated for -40' F start up.. ., ",,119. All balasts are pmwl19d fOr In ><oIls. Limps nollncfud9d. 24 .U'C B U N , 4 Color/Hood S1,..,clard A/>L. colors ~e prOVlCleCl at no extra charge. RAll.V1d cuslom matched colas we a.a,lable upon request. WHT WHrTl; MAL MATTE AlUMINUM ATG ANTQLE GREEN WRZ WEATHEFlEO fR:NZE CRT coma. OBZ ()ARK BAJNlE MTB MATTE BlACK ."r\(K.'''' I. 0;." .:.. I";-"F -..... "l,t~\ J., """ '.~. ~""l:"'" .', .;E._-..._L. _..,.;..J. lGY UGH GJ:.tAV MOG MEDUA (F.R( VGR I/ERlE GREEN DGN OAR< GREEN BRM METAllIC BR:lNZ!' BLK BLACK HOOD FINISHES The strlllght end fla'OO hoods can be clad v.lth natural cq:Jper. a brushed st..nless steel. Both we unfn,shed to de.elop a patina Oller lime. r-- L_ _ STS ST.llIIN..ESS STEB. COP NATU~ COPPER V E R S E COLLECT o N 5 Oplion.. 347 1201240/347 'JOII ballast fa HID lampAlallast except the 50MH I.V1d 50HPS wh,ch 's a 347 .011 balast. BBU Batlery BackLp p<>Ners a 32 or 42 watt compact nuorescent lamp at 60% out- put for up to 90 m,nules wnng a power falure. Note: not surtable for all cI,mates due to mnlmum ope rat"... temp...alure. HSS House ..de sh,eld - 180 degree sh,eld- .ng. Foctory ,nstalled SlC Internal slee.e 10 blOCk 011 the light from the lens v.t1en a lumnous Element opt,on IS chosen. P..nted to match the nxture cola. The lumonous e1emenls opt,on adds 2,75 ,nches 10 the OIIerall he'ght of the UCB bollard. . 42 in 107cmm I Date Received: e~ ~ 44.75 In l140mm 6 in/15Qnm diameter base _ JUl 1 1 2008 25 ARCHITECTURAL AREA LIGHTING Original Submittal 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone Job/Journal Number DRC2008-00042 DRC2008-00042 DRC2008-00042 Payments: Type of Payment CreditCard cReceintl RECEIPT #: Description Postage Fee Type 11- $160 CTY Site Plan Review + 5% Technology Fee Paid By PHILIP FARRINGTON ~~ C of Springfield Official Receipt L_,elopment Services Department Public Works Department 2200800000000001067 Date: 07/11/2008 Item Total, CheCk Number Authorization Received By Batch Number Number How Received emm 095066 In Person Payment Total, Date Received: JUL 1 1 2008 Original Submittal Page 1 of 1 11:12:0IAM Amount Due 160,00 4,222,00 211.10 $4,593.10 Amount Paid $4,593.10 $4,593.10 711 112008 I I I I I I I I I I I I I I I I I I I Stormwater Drainage Report for PeaceHealth Medical Group Nursing Midwifery Birth Center Prepared For PeaceHealth Oregon Region 123 International Way Springfield, Oregon 97477 Prepared By KPFF Consulting Engineers 1201 Oak Street, SUite 100 Eugene, Oregon 97401 Springfield, Oregon Date Received JUl 1 I 2008 Onglnal Submllta' KPFF Project No 307829 July 2008 I I I I I I I I I I I I I I I I I I I Table of Contents 1 EXECUTIVE SUMMARY 1 2 EXISTING CONDITIONS 1 21 Description of Pre-Development Site 1 22 Pre-Development Drainage 1 3 PROPOSED DEVELOPMENT 1 31 Descrlpllon of Proposed Development 1 4 HYDROLOGIC ANALYSIS 1 41 Computer Modeling 1 42 Post-Development 2 5 PROPOSED STORM DRAINAGE IMPROVEMENTS 2 51 Water Quality 2 52 Disposal 2 7 PROJECT OVERVIEW 3 Date Received' JUL 1 I 2008 Onglnal Submittal I I I I I I I I I I I I I I I I I I I Appendices APPENDIX A DRAWINGS Basin Map Utility Plan Details APPENDIX B HYDROLOGY APPENDIX C. CONVEYANCE CALCULATIONS APPENDIX D' WATER QUALITY CALCULATIONS Date Received JUL 1 1 2008 Onglnal Submittal I I I I I I I I I I I I I I I I I I I PEACEHEAl TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER SPRINGFIELD, OREGDN 1 EXECUTIVE SUMMARY This Storm Drainage Report has been prepared for the proposed PeaceHealth Medical Group Nursing Midwifery Birth Center (Birth Center) located approximately a half-mile east of the Intersection of Interstate 5 In Springfield, Oregon ThiS report presents the results of the hydrologic and hydraulic analYSIS for the new development and descnbes proposed storm drainage Improvements that will meet or exceed City of Springfield storm drainage criteria and standards 2 EXISTING CONDITIONS 2 1 Description of Pre-Development Site The Birth Center property IS approximately 1 10 acres total In size and located at 353 Deadmond Ferry Road The site IS bounded by Deadmond Ferry Road to the north and residential areas to all other sides The Lane County SOil Survey indicates the follOWing SOil types are present on the site TABLE 21- SCS SOIL CLASSIFICATION CRITERIA I 5011 Name Description Map Symbol I I Date Received Malabon Silty Clay Loam 75 jUl 1 1 2008 Original Submlttl'll 2 2 Pre.Developmenl Drainage The eXlstrng site conditions rely on the water Infiltrating Into the ground Site runoff currently drains to the eXisting wooded areas of the Site, where It fully Infiltrates There are no eXisting storm drains on site 3 PROPOSED DEVELOPMENT 3 1 Description of Proposed Developmenl The proposed Birth Center development area IS approximately 1 10 acres and consists of the Birth Center bUilding and the associated parking lot areas and sidewalks Approximately 35 acres will be disturbed The remalnrng area will be left In ItS eXisting condition 4 HYDROLOGIC ANALYSIS 4 1 Com puler Modeling Several spreadsheets based on the Santa Barbara Urban Hydrograph Method are used In the calculations of thiS report These spreadsheets were used for the conveyance and peak runoff calculations The spreadsheets used for the water quality calculations meet the crltena outlined In the City of Portland's SWMM (Storm Water Management Manual) and have been approved by the City of Portland Bureau of Environmental Services (BES) on Similar projects KPFF has completed In the past KPFF Project No 307829 Spnngfield, Oregon Storm Drainage Report July 2008 I I I I I I I I I I I I I I I I I I I PEACEHEAl TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER SPRINGFIELD, OREGON PreCipitation data for the respective storms are City of Spnngfield design storms TABLE 41- 24-HR PRECIPITA TlON FOR SPRINGFIELD, OR (NOAA Atlas 2, Volume X) Date RecGlvF."r:' I,~ ,'24 HR PreCIpitation" _,,' ,I I Storm Event I WQ I 25 I I: Inches - 083 48 I JUL 1 I 2008 Onglnal Submittal ....~... ....-. 42 Post-Developmenl Curve numbers for Impervious and pervious areas used In the computations were 98 and 80, respeclively based on a Type 1-A rainfall dlstnbutlon, 24-hour storm duration The drainage basins are Identified In the Basm Map drawing found In Appendix A Impervious and pervious areas were calculated uSing the proposed site plan drawings 5 PROPOSED STORM DRAINAGE IMPROVEMENTS The proposed Birth Center Will meet or exceed all requirements of the Sprmgfield Development Code and the City of Springfield Publ1c Works Engmeermg Design Standards and Procedures Manual (EDSP) The proposed storm drainage system consists of water quality catch basins to collect surface runoff and Infiltration baSins that provide disposal of 100% of the run-off from the site's ImperviOUS surfaces Non-rooftop Impervious surface IS treated by a water quality catch baSin BaSins 3, 4, and 5 Will remarn unchanged and nothing IS proposed for stormwater disposal there 5 1 Water Quality Waler Quality Catch Basm All of the non-rooftop ImperviOUS runoff Will be treated by a Contech Stormfilter CatchBasln It targets pollutants In urban runoff Including TSS, soluble heavy metals, 011 and grease, and total nutnents It IS an approved product by the City of Spnngfield 5 2 Disposal Soakage Trench All of the storm runoff from the Improvement area of the site Will be treated uSing a soakage trench Soakage or Infiltration trenches are shallow trenches In permeable SOil that IS backfilled With sand and coarse stone and lined With filter fabnc The trench surface may be covered With grating, stone, sand, grass, or plantlngs The soakage trench IS deSigned and sized In accordance With the SWMM East Soakage Trench deSign speCifications The soakage trenches are conSidered a UIC (Underground Injection Control) facility by the Oregon DEQ, and a UIC permit Will be obtarned from the Oregon DEQ Details for the soakage trench are on sheet C6 1, Included In AppendiX A The complete water quality calculations and worksheets for the baSins are In AppendiX D of thiS report KPFF Project No 307829 Spnngfield, Oregon 2 Storm Drainage Report July 2008 I I I I I I I I I I I I I I I I I I I PEACEHEAl TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER SPRINGFIELD, OREGON 6 PROJECT OVERVIEW This Storm Drainage Report as prepared by KPFF Consulting Engineers (KPFF) describes the concepts and design Intent for stormwater management at the Peace Health Medical Group Nursing Midwifery Birth Center In Springfield, Oregon Date Received' jUL \ \ 200S Onglnal subm1ttal- KPFF Project No 307829 Springfield, Oregon 3 Storm Drainage Report July 2008 I I I I I I I I I I I I I I I I I I I Appendix A: Drawings Date Recelve~l JUl 1 1 2008 Ongmal SUbmllto<' I I I I I I I I I I I I ^ z ~ m < I . E I I ;5 ! I e i I ~ . o' g~ m. " '" m' I E~ "m NN '. '8 -" 0/ mo 00 'N I N/ '" me; / ~o 2~ oC I '----- - ~ _~EADMOND FERRY RD \ \~ ~ ~OUN[)5/8JI<{)NROD ~ " -,- l___. 0 ,n '" ",. " o " " 1 "\110 " BASIN 5 ..." -' , , -- "- ----- "- O.~ ' , ., ~y I , \: \ " , T X' ;;, 3 BASIN 1] r---<!I " 1 I /17' ,,'r!, "'- , . , . , --------./ -----__J BASIN 4 x BASIN 2 '. FF=435 50 \ , , , \, , , \ "- " '" ", , , ""- " .. ',,- ~~ 'NO '" ,,-',""'" " .... ':~ "- " " , " """-"''' '\ [J----_ - - BASTN"T- ----- ~......, , ,- . ",,,. , . \ ,....., ",' , \ r-, 8....<>0....0 " " FOUN()5!8!RO~~ \" ",'......" "( "X '.. ! ----- ,0 , '- ' , 't.,~., : L " ----- ~~ ~ - - l-OUhO/""WN"O[) I -----__.1 p, / " / / // / " '" , (' FOUND3/4IRONI'lPE ~ ~ ~l SCALE " o -.~._I 1 INCH _20 FEET -,- - " <0 \ \ \ Date R.eceIVe j JUL 1 1 2008 Original Submltt<ll C1FIlJ "","""""E_ :'~":.':.';';.Z- --...----.- ------- ~ -+-" ..--; ~ (]) ~ (]) () ~ (]) Cl.. 8 ~ [EXPRIlTa<"""'" <iIl<V ~ ANDERSON DABROWSKI ARCH ITECTS LLe fl) 1430SE 3rd Avenue SUlte2QO Portland OR 97214 lei (503\2397377 Fax{503239-7327 wwwADarchltectscom o PEACEHEALTH MEDICAL GROUP NURSING MIDVVlFERY BIRTH CENTER 353DEADMONDF"'RRYROAO SPRINGFI~lD OR~GON97477 Submittal Type Re",,,,,,,,. Oat. 71<l6 Scale Project!\!0 07'55 File No_ DrawnEly AL!l Check_dBy JW Jurlodle\oonApp'"",,1 5_11,\10 GRADING PLAN '"~"o BASINS I I I I I ~ ~ I I I I I I I I o o , I I c s ~ / J J ~11 <>:! '" ., 1! :~ o? .' Z8 ,:;l ;::-~ / ]0 ,. ii:~ I I I I DEADMOND FERRY RDJ ~. : I I I I ".' I I I I " '" . > / " .. ",,-w 0 I I , m c.' EXIST" SS SEE NUI~ 1. --- 55 DRAIN RIIA-43430 IE_43250 30 LF-2 55 $_00100 MIN SEE NOTE 2 I CONNECTTO~~ EXJST455 X '~"'m 'H' I :J) , L.O ,/ X , "" - . ' ,,,,. "._~~~'--"\ ,""'~q" . ~::::<-::':-::"" ~7~"-.L ..,. .'>C ~..> I .. I \,::>_-:::::m @(~~_<;f1.1(.&r:F"T1"'!<'W'-l 7, -<llT ~J...i.E.~>- ~~:-I- 2~5 v'l _:0--- !g~~!,2 ~ / TRENeo CB _ 't 0050 THF " -1' R"-m ' -~M~~~/ /.!IE-Qg~~ I "flIF-SOAI(Or:rmFNr.H ~~2 .,'''"'-, ~.~/~:~E~Ts~O IE=43325:l: SEE NOTE 1 ...{ j I ,'" . --1' " ." , " . ,.. ,. . mENCH C8 RIM_43250 JE~431 50 ~ I '''. ;hI L " f4\ ,] t\;b _,jJFJNfH_r:fl IT'<? ..' ~RIM_435. \ \ .. 1~=4J23~O .. , . 'Yj' o COTe: 1t._4.Jl :IV 7n1F_Si"lA)(Ar.FTRFN -7 ~ 0-1 / ~r--J ~).r - i \ ("" ---L p . \~ u.."~ .. \ \ \ ' ,L , -----. 5 "- ""'" 1 LOCATIO CONlR N OF EXIST S TO CO~~~~C~~ST VE~lg, ~6~~OXIMA IT N nON PRIOR ~~g~RY DRAIN IS TO ENCLO:LLY UP THE WABE VENTED THE OR~RE BUILDING I~ OF THE TRASH VENETA ~~~UI:~C~ALTY C~CED~~~NCE WITH LOCATED BE NTS TRAP IS CITY OF FlNISH GR TWEEN 12 TO BE PROVIDED A~E ELEVAT10~D.J1p BELOW AND TRAP p-::.,1/2 INCH WATER TO " R SERVICE 1] LEGEND --@;x IE-XXX xx ROOF DRAIN SEE PLUM8IN20;NECTlON ALL ROOF D LANS FOR CONFlRMED ~; CONNCETlgN~71NUA nON PLANS FINAL ARCHI TO BE TECUnJRAL BUILDING WA ~N~~~D TO ~~L~E~~~ LATERAL ~ONTlNUAn~~EA~LUMBING ~;1~M SIZE SIDE THE BUILDI~c8ACKFLOW VA[!kR BUILDING S LATERAL ANITARY SEWER CONNECT igE AND IE AS J~RVlCE ~~W~u SEE ~~0~~~G SANJT.J~ SHALL 8~Tl~R LOCATlO:~NS FOR PLANSP IFIEDWI DSlZE ~Yd1~~t~~?A~~yC~drr~~~~~IN:ND REPORTED -e, -@x IE=XXX xx Date Received JUl 1 1 2008 Onglnal Submittal NORTH ~ " SCALE ~~ 10 - <0 " , 1 INCH = 20 FEET \ \ C1!ll/ ""'""" ::'''''-'''''' ngEngJnoors -.:::,:;.:~- ----=----:...-=.=- ,..c: ~ ~ ro ~ Q) u ro Q) 0.- Il ~ .""""T1fl<llA'IEo O{.JQ' I ANDE DABROR';SON ARCH ITEC~~ LLG A) 143QSE3 S rdAvenue portJan~'tb200 R 97214 ;:~ ~%%~))22339-7377 97327 WW>N ADarchltects com PEACEHEA GROUP NU L TH MEDICAL BIRTH CEN~ING MIDWIFERY 3530EADI.l R SPRINGFIE::OFERRYROI\O OREGON~7477 SubmlttalT R4\1151on< ype 0.. ,,~ ~. ProjeelNo 07155 FlleN."", O..wnBy ~, C~.e""d 5y m Jun5d"'honApproval SheelT,lIo UTILITY PLAN Sr.o.'Nc C3.0 I I ~41m <:1 HH"II.(& IANn<:~APF~ I ~",,"E' CO~ SET FRAME TO WATER TIGHT PLUG FINISHED GRADE ~ IN PAVED AREAS ~GROUTFRAME ::--:r IN PLACE -~~-k-'- ~ 6 "SER INITIAL TRENCH BAC!<FILL I 24 SQUARE 3000 PSI CONCRETE SLAB Wl111 (4) 1/2 II X 9 ANCHOR I 45 BEND PROJECT BOLTS J ABOVE SLAB FOR AD.AJSTMENTS UNDISTURBED EARTl-i I WYE BRANCH l :<" 4- OR 6 SERVICE ~) ~I ._m__ _ ~_ ~~~~,~i~ON IF ~.:Aa~-i):O-b.- ________ ~"^~w "~~ ---PLUG W1TI-l GASKET ______IF END Of" UHE UNDISTURBED FRAMF h COVfR EARTH 1r.JIII.Nf)F",!JNnR.Y_OR~ No 202 I EIfE....IlIA. 6 MIN I Q) ST ANDARD ClEANOUT N L:; I Q NOT USED f'l"L,:; I I J<!IL 1 GRADE TOP OF GROUND FLUSH WITH RIM 2. INSTALL CATCH BASIN AT END OF SOAKAGE '!RENCH I ;:> I u o " RIM~ SEE PLAN 12 SQ GRATE COVER NDS,,212 GREEN 4- ATRIUM GRATE. NOS #76 ~SUMP BOX N0511225 lNSTi".LL OEBRIS SCREEN IN BOTTOM OF BOX W/4 HOLE FOR OVERFLOW INLET RISER CUT 8 0 HOLE IN CENTER OF BOX INSTALL 4- OVERFLOW INLET RISER UP THROUGH 8 HOLE IN BOTTOM OF 8ASIN. I I I / i i ~ ~ " 00 ~5 ,. "" :g 0/ Z~ 0/ ~o '/ ;; ~O a':~ NOT USED NJ...'" !;;ATCH RASIN wI OVERFLOW INlEl I G) SOAKAGE TRENCH NO> I GD I I Q) , "'31 t--" ---1 I ~"."r.~ 0 _ c'" ,"ONJ ri V BOO' 1--'-1 SANIT ARY DRAIN N,rS Date Received jUL \ \ 2008 OnglOal Submittal I11!llJ Cct1suIIingEnginf1erB =.~":,'t-~.... --j==---~- ~ +-- ~ c\1 C) ::I: C) () c\1 C) ~ 111 [_'OOND>.TE: ....'" ANDERSON DABROWSKI ARCH ITECTS LLG A) 1430 SE 3rd Avenue SUite 200 Portland OR 97214 Tel (503)239-7377 Fax (503)239-7327 wwwADarchlteClscom l tJi.. 1)1-.", ,."" 'K'~" "" ..",,~." ...^'~ .1"""~~""n"'''~."-",,,,,,,,,,, 'J ,'"'- ,,,",, (.~_'"u, """".., ......TI.~, 11< ''''' ;r......JIJ' ~."'''^ w "" ~, ~"'H"'.""-l>JOT "- ~ ."'''.''''- ",.... "-~R."......,,,~ "" ...~" T":;'''~''TC"'''''''"''''''' u>"-~"",,.. ,""- -""''' .. >OT", . , " '"'-'1.0. PEACEHEALTH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 3530l:AOMONDFEIlRYROAO SPR,It<lGFIELD OIlEGONQ7477 Submittal Type R.\II.lons D.t. 7Hl8 ~. pfOJoctNO 071&5 FII&Na"'" Dr.wnBy Al.B Checked By JW J<I1'Iodlc~on Appro",,1 SheolTr1I8 DETAILS """'"" C6.1 I I I I I I I I I I I I I I I I I I I Appendix B: Hydrology Date Received. JUL 1 I 2008 , Original SubmIttal I I Bureau of Environmental Services - SBUH CalculatIOn Worksheet Project Name PeaceHealth Medical Group Nursing MidWifery Birth Center Designer A Backus Date 05/22/08 Basin 1 User-Supplied Data Pervious Area Pervious Area SF Pervious Area Acres Pervious Area Curve Number CNperv PreCipitation In 24 hours (Pt) = Time of Concentration Te minutes I I I 55961 013 801 08;1 I Impervious Area Impervious Area SF Impervious Area Acres Impervious Area Curve Number CNlmp Note minimum Te IS five minutes I Calculated Data CalculatIOns are for the BES Water Quality storm 0 83 Inches of ram in 24 hours In an NRCS TVDe 1A dlstnbutlon I Total Project Area Acres Peak Flow Rate Opeak efs 03393232321 0041 Runoff Hydrograph I 004 I 004 I 003 I 003 - I'! " :g~ 002 c , 0: I I 002 001 -- - ----- I I 001 I 000 o 500 1000 1500 Trme, mmutes I I Total Runoff Volume V cubiC feet Trme to Peak Runoff hours 2000 Date Received JUl 1 1 2008 Onglnal Submittal 91851 0211 98 4981 783 2500 I I Bureau of Environmental Services - SBUH CalculatIOn Worksheet I Project Name PeaceHealth Medical Group Nursing Midwifery Birth Center Designer A Backus Dale 05/22/08 Basm 1 User.Supplled Data Pervious Area Pervious Area SF Pervious Area Acres Pervious Area Curve Number CNperv PreCipitation In 24 hours (PI) := Time of Concentration Tc minutes 55961 0131 801 481 51 Impervious Area Impervious Area SF Impervious Area Acres Impervious Area Curve Number CNlmp I 91851 0211 981 I I I Note minImum Tc IS fIVe minutes Calculations are for the BES 2&-vear storm) 4 8 Inches of ram In 24 hours In an NRCS Tvoe 1A dlstnbutlon I Calculaled Data I T olal Project Area Acres Peak Flow Rate Qpeak cfs 0339313591 036 Total Runoff Volume V cubic feel Time to Peak Runoff hours 47611 7831 Runoff Hydrograph I 040 I 035 I 030 I 025 .:" 0 '0 020 c " '" 015 I I 010 I I 005/ 000 o \ I 500 1000 1500 2000 2500 Time minutes 8ate necelvetl I JUL 1 1 2008 I vngmal Submittal I I Bureau of EnVIronmental Services - SBUH Calculation Worksheet I Project Name PeaceHealth Medical Group Nursmg MidWifery Birth Center Designer A Backus Date 05122/08 Basm 2 User-SupplIed Data Pervious Area Pervious Area SF Pervious Area Acres Pervious Area Curve Number CNperv PreCipitation In 24 hours (Pt) = Time of Concentration Te minutes 01 0001 801 0831 51 Impervlous Area ImpeNlou5 Area SF Impervious Area Acres Impervious Area Curve Number CNlmp 52791 012 98 I I I Note minimum Te lS five mmutes Calculatlons are for the BES Water Qualltv storm 083 Inches of ram In 24 hours In an NRCS Tvoe 1A dlstnbutlon I Calculated Data I T olal Project Area Acres Peak Flow Rate Qpeak cfs 01211937561 0021 Total Runoff Volume V cubic feet TIme to Peak Runoff hours 2761 783 Runoff Hydrograph I 00: I 002 I I I 002 .l'l 0 '" 0 . , " 001 I I 001 . / / I I 000 o \ 500 1000 1500 2000 2500 Time mmutes n~t~ R~~,=,l1led I JUL 1 1 2008 I Onglnal Submiltal I I Bureau of EnVironmental SerVices - SBUH Calculation Worksheet I PrOject Name Peace Health Medical Group Nursmg Midwifery Birth Center - Basm 2 Designer A Backus Date OS/22/08 I I User-SupplIed Data Pervious Area Pervious Area SF Pervious Area Acres Pervious Area Curve Number CNperv PreCipitation In 24 hours (Pt) = Time of Concentration Te minutes 01 0001 801 481 51 Impervious Area Impervious Area SF Impervious Area Acres Impervious Area Curve Number CNlmp j 52791 0121 981 I Note minImum T C IS five minutes CalculatIOns are for the BES 25-vear storm 48 Inches of ram In 24 hours In an NRCS Type 1A dIstributIOn I Calculated Data Total Project Area Acres Peak Flow Rate Qpeak cfs 01211937561 0151 Tota! Runoff Volume V cubic feet Time to Peak Runoff hours 2,0081 7831 I Runoff Hydrograph I o 1,~ I 016 I 014 012 -- I J!! 010 o " o o , 0:: 008 I I 006 I 004 1"-, I '---; I 000 o \ 500 1000 1500 2000 2500 Time, mmutes Dale;; Re;;IJI::,ved I JUL 1 1 2008 I Original Submittal I I I I I I I I I I I I I I I I I I I if Appendix C: Conveyance Calculations Date Received: JUL I I 2008 Onglnal Submittal I Peace~ealth MedIcal Group Nursing MIdwIfery B,rth Center Spnngneld, Oregon Storm Drainage ProJecl 307829 Conveyance Calculations 2S-year ' I KPFF Consulting Engineers By ALB DESIGN SECTION DESIGN CALCULATIONS DESIGN SUB-BASIN RUNOFF TOTAL SLOPE OIA CAPACITY VEL RUNOFF VEL LENGTH OR TIME 0 Q Qf Vf RATIO AT STRUCTURE MIN CFS CFS % IN CFS FT/S Q/Qf Q/QF FEET WQCS 500 036 036 050 I 8 085 244 042 234 37 I I I I I I I I I I I I I I I I I CALC-conveyance-calcs-WQCB xis Date Received: JUL 1 1 2008 Ongmal submittal II ~iLU08 I I I I I I I I I I I I I I I I I I I Appendix D: Water Quality Calculations Date Received JUL 1 1 2008 Onglnal SubmIttal I I I I I I I I I I I I I I I I I I I WQ Cartndbc CalculatIons xis WATER QUALITY FILTER VAULT SIZING TABLE 0-1 PeaceHealth MedIcal Group Nursmg Midwifery Birth Center Project 307829 KPFF Consulting Engineers By ALB I!I'!flI Consultmg Engmeers BASIN WQ STORM J CFS 004 -sTRUCTURE ID WQCB 1 B1 FILTER CARTRIDGES 1 Number of F,lter Cartndges = Oveat (cis) I 0 050 (Stormwater Management Precast Stormfiller) ThIs IS based on the Contech 27" cartndge type that has a treatment capacIty WQCB = WATER QUALITY CATCH BASIN WOMH = WATER QUALITY MANHOLE DSSF = DOWNSPOUT STORM FILTER lorl Date Received: JUL , , 2008 Onglnal submIttal 7/212008 I I 1I1!JI.~'J!J. Consulting Engmeers SOAKAGE TRENCH SIZER TABLE 0-1 PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER PrOject 307829 KPFF Consulting Engineers By ALB AccordlDgloSWJ\.1M the soala!,e trench must have 24LF per lOOOSF ofunpetV1ous area I [iIMPERVIOUSAREA----j-TRENCH LENGTH L__~_ __ LF Roof 5279 127 ParkmgLot 6621 159 I I I I I I I I I I Date Received' I JUL 1 I 2008 I Onglnal Submittal. I I I I SoakageTrrnch.xls loft 7/l12Q08