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LUA-05-162
NOJ_.NN :0 AJ_tO .,., [ °I J.PATRICK MITCHELLii°I.A R CHIT E C T Ron Bz[e C.ub EXISTING SITE PLAN973uAerNonea.',Reno,wa.9"Tt 9,056 I DEVELOPMENT PLANNINGCITYOFrENTON CEVD /[ "1"--,--: i ","i........]..... b :l t 7 i''L .._Joo 1-! • J.PATRICK MITCHELLARCHITECT ] 0 r>Z I i "':....I .....I'* 973 Azr oxris,Rs Wm 56 pl-Il ]&II DEVELOPMENT PLNN!NGCiTYOFRENTON EC I 20 ECVED l- i i I • J.PATRICK MITCHELLARCHITECT n DEVELOPMENT PLANNIi'51CIYOFRENTON DC J s 20O5 ECEVED ii iii I ARCHITECT I Renwn Bble Cbucb CLEARING PLAN " wN:,.CHEC,KEI:,NO.DTE BY F.LT DEVELOPMENT PLANNINGCITYOFRENTON iEC I @ 2005 RECEIVED w,,.,..____[I:=II[ENGINEERING,INC.OWNER/DEV[LOP£R: DEVELOPMENT PLANNINGCITYOFRENTON NCEuVED DE/ELOp,tE I: ili,- jII :I J"PATRICK MITCHELLARCHITECT Rerrron Ble r.'h PHASE I &II ARCHITECTURALELEVATIONS OEV-LOpEw(.;tT"y vl " O.c 1 2oo5 il:03 J.PATRICK MITCHELLARCHITECT I I \ I Or-REt,-f.t N -ING RCBv# J.PATRICK MITCHELLIARCHITECT I Rn'ron B Cb PHASE l&II DEVELOPMENT PLANNCITY.OF RENToN ING ECEHVED " H C r"*00 i->.z \ IDa.M'TOHELLARCHITECT DEVELOPMENT PJ,J'NNINGCITYOFRENTON RECEiVeD ! o --I"-III--00 I-->Z I :z> I"11 [................................. > J.PATR'CKM'TCHELLARCHITECT 973 A aSI,Kzrnm W.sbmz 056 PHASEI D,W'.:,UIO .No.o'rE :,t.,TON DEVEI-OPMEt",f'F PLAN,-CITY OF RENTON ,UNG OEC 16 200 RCU.VO ,i a J0 O-4 -11t-O 0 l->z I "I"3> I"1! ;org i g I i,, -r z g v '-.'.lOk = .> -r0 ,.\ ro cin,o -.P_LrvNt,cIfO N - 'C I 2oo5 Z 0 [-)>Z I -r)> nt 0 i/o I L-I F--I I I L-:--Tt!]/I !IV -5,1 1 I ] ..........il i t oooc :I , Ii FLOO.PS 1 t'"ool I DEVELOPMEI,,t'I-ol AaCITYOFRE"''''-' BE0 f 6 2005 RECEED Denis Law Departmento conomlc Development August 20,2009 The Reverend Dan Gannon P.O:Box 2580 Renton,WA 98056 - SUBJECT:REQUEST FOR EXTENSION OF PROJECT'S PERIOD OF VALIDITY RENTON BIBLE CHURCH /CITY OF RENTON FILE LUA05-162,CU.-H,SA-H,V-H Dear Rev.Gannon, Thank you for your letter of July 27,2009,wherein you request an extension to your approved Land use Permit application (File No.LUA05=i62,CU-H,SA-H,V-H),Theproject was approved as a phased Project on Apri!3,2006.Phase 1 is underway and allowed for work to commence during the time period of 2006 through 2009.Phase 2 is tO commencebetween 2009 and 2015.-. We understand that you have completed the parking Iotand associated site improvements for Phase 1 and are commencing a capital building campaign to fund the sanctuary.You have requested an extension to theappr_oved timeframe (expiration in2015)so that you may have an appropriate amount of time in which to raise the funds necessary foryour capital campaign. Section 4-9-200L.2 of the Rent0n MuniciPal Code,relating to Site Development Plan Review,authorizes the City Io approve,a single two-yearextensio n Of the usual twoTyear expiration:under Ordinance No. 5452 (RMC4-1-080F),authorizati6n has been given'tothe Planning Director to approve an:additional two-Year extension beyond the Standard extensions possible•under the Code for any land use or subdivision project that wasvalid on or after April 1,2009. Our records indicate that this project has not received the standard two-year extension.Because you have an extended approval per the Hearing Examiner's decision,I will grant the additional two:year extension allowed byCode,or Until 20i7.You will need to Submit a complete application for building , permits for the project by April 3,2017,or the project will become null and void andyou will need to resubmit alllappiiCation-materials.-However,I will not be granting an additional two-year extension per Ordinance No.54521 Therefore,your project has an additional tw0 years approval,or until April 3,2017.I hope that this extension meets your needs and that your-project can be completed.If you have any further questions, youmay contact Laureen Nicolay at 425.430.7294. C.E."Chip"Vincent Planning Director CC:City of Renton File No.LUA05-162,CU-H,SA-H,V-H Jennifer Henning,Planning Manager Renton City Hall o 1055 South GradyWay Renton,Washington 98057 o rentonwa.gov @ EXECUTIVE DEPARTMENT ® M EMORAN DU M DATE: TO: FROM: SUBJECT: January 20,2020 Carrie Olson,Engineering Specialist -CED t Cindy Moya,Records Management Specialist Returned Recorded Documents: Utilities Easement -#200909260011S2 (Renton Bible Church -LUA.05-162} The attached document has been recorded with King County and is being returned to you.Please forward copies to parties of interest.The original will be retained by the City Clerk's Office. Thank you. Attachment cc:Bob MacOnie,PW-Utilities LUA-05-262 h:cityelerkkrecords specialist\correspondence &memos -cindyrecorded documents\easement -olson.doc @ @ Return Address: City Clerk's Office City ofRenton 1055 South Grady Way Renton,WA 98055 WATER UTILITY EASEMENT Project File #: llUllllllllhllllnlllllllllnllHillhltllliltl;llhllllllU;qllllL;hlllllll CITY OF RENTON EAS 65.00PAGE-001 OF 00409/16/2009 14:33KINGCOUNTY,WA Property TaxParcel Number: Street Intersection or Project Name:":El iO ["A' Reference Number(s)ofDocuments assigned or released:Additional reference numbers are on page Grantor(s):Grantee(s): 1.Renton B±ble Church 1.City ofRenton,a Municipal Cot-potation 2. The Grantor(s),as named above,for and in consideration ofmutual benefits,do by these presents,grant,bargain,sell, convey,and warrant unto the above named Grantee,its successors and assigns,an easement for public water line with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King• County,Washington,more particularly described as follows:-: A utility easement across the Northeast Quarter of Section 9,Township 23 North; Range 5 East,W°M.,in the City of Renton, King County,Washington. = Water.doe\Page l FORM 03 0009/bh/ C ® For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and nlaintaining Water Line utilities and utility pipelines,together with the right ofingress and egress thereto without prior institution of any suit or proceedings oflaw and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities,Grantee may from time to time construct such additional facilities as it may require.This easement is granted subject to the following terms and conditions: 1.The Grantee shall,upon completion ofany work within the propert-y covered by the easement,restore the surface of. the easement,and any private improvements disturbed or destroyed during execution ofthe work,as nearlyas practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2.Grantor shall retain the right to use the surface ofthe easement as long as such use does not interfere with the easementrightsgrantedtotheGrantee. Grantor shah not,however,have the right to: a.Erect or maintain any buildings or structures within the easement;or b.Plant trees,shrubs or vegetation having deep root patterns which maycause damage to or interfere with theutilitiestobeplacedwithintheeasementbytheGrantee;or c.Develop,landscape or beautifythe easement area in any waywhich would unreasonably increase the costs totheGranteeofrestoringtheeasementareaandanyprivateimprovementstherein. d.Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities.e.Blast within fifteen (15)feet ofthe right-of-way. Tiffs easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns.Grantors covenant that they are the la'l ownc ofthe above properties andthattheyhaveagoodand/awful right to execute this agreement. By this conveyance,Grantor will warrant and defend the sale hereby made tmto the Grantee against all and every person or persons,whomsoever,lawfully claiming or to claim the same.This conveyance shall bind the heirs,executors,admirdstrators and assigns forever. IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this ,_._day of__20_. {_1,-- INDIt.TDL;AL FORM OF.4CKJVOH'ZEDGMEJVT Notary Sea]must be within box STATE OF WASH/NGTON )SS /.:.-,).,,€"0,COUNTY ov raNG ) ";.'O_£,:x.},1,,.'It,I certify that I know or have satisfactory evidence that b(l'N t-f%O/I -",•",,-,t..--signed this instrument and.pi_-,..O 'MiI.1'"}.acknowledged it to be his/her/their free and voluntary act for the uses and purposes ,";.mentioned in the instrument ,£1%..,,.::.-otary Public in and,for thetate of Washington°0,.0 t,.v-,.Notary (Print)-..[X --.-'Otb.02--•lh vvr,'-.', ""q,i,,,-'*"My appointment expires:']']12.-- Dated:rl ./cl!0 Water'd°c'Page 2 FORM 03 0009/bld J @ @ WATER LINE EASEMENT LEGAL DESCRIPTION for RENTON BBLE CI=[URCH Commencing at a cased brass disk marking the Northeast comer Of the Southeast Quarter ofthe Northeast Quarter of Section 9,Township 23 North,Range 5 East,W.M.,City of Renton,King County,Washington,from which a brass pin set in a cased concrete monument bears South 00°23'51"East a distance of329.63 feet marking the East line of said SoutheastQuarter; Thence North 88022'57,West along the North Line of said Southeast Quarter,a distance of 30.02 feet to the west margin of Union Avenue N.E.;i "= Thence South 00023 ,51"East along said west margin a distance of 8.69 feet to the TRUE POINT OF BEGINNING; Thence North 88022'57"West parallel with said North Line,a distance of 15.62feet; Thence North 43022'57"West a distance of6.90 feet; Thence North 88022'57"West parallel with said North Line,a distance 0f249.95 feet; Thence South 01037'03''West perpendicular to said North Line,a distance of57.20 feet; Thence North 88°22'57"West parallel with said North Line,a distance of 2.16 feet; Thence South 01°37'03''West perpendicular to said North Line,a distance of 1000 feet; Thence South 88022'57"East parallel with said North Line,a distance of2.16 feet; Thence South 01°37'03"West perpendicular to said North Line,a distance of 80.70 feet; Thence South 88022'57"East parallel with said North Line,a distance of275.48 feet,more or less to a point on said west margin and said point also being 48.32 feet north as measured along said west margin ofthe south line of the North 200 feet of the ofthe said subdivision; Thence North 00°23'51"West along said west margin,a distance of20.91 feet; Thence North 88°22'57"West parallel with said North Line,a distance of 21.87 feet; Thence South 01037'03"West perpendicular to said North Line,a distance of 6.40 feet; Thence North 88022'57"West parallel with said North Line,a distance of237.87 feet; Thence North 01037'03"East perpendicular to said North Line,a distance of 123.40 feet; Thence South 88022'57"East parallel with said North Line,a distance of 223.74 feet; Thence South 43022'57"East a distance of 13.97 feet; Thence South 88022'57"East parallel with said North Line,a distance of 22.87 feet,more or less to said west margin; Thence North 00°23'51"West along said west margin a distance of 15.0i feet to the TRUE POINT OF BEGINNING. (Containing approximately 8,889 square feet +/-) Prepared by:BASELINE Engineering,Inc. Date:May 28,2009 Project No:04=135 Filename:water line legal description.doe ®@ EXECUTIIVE DEPARTMENT @ MEMORANDUM DATE: TO: FROM:- SUBJECT: January 20,2010 Carrie Olson,Engineering Specialist -CED .tCindy Moya,Records Management Specialist Returned Recorded Documents: BilI of Sale -#20090926002263 (Renton Bible Church -LUA-05-262) The attached document has been recorded with King County and is being retiJrned to you.Please forward copies to parties of interest.The original will be retained by the City Clerk's Office. Thankyou. Attachment cc:LUA-05-162 h:\cityclerkkrecords specialist\correspondence &memos -cindyrecorded documents\bill of sale-olson.doc { Return Address: City"Clerk's Office City ofRenton 1055 South Grady Way Renton:WA 98055 ClTY OF RENTON BSp(GE-001 OF 00209/1B/2009 14:34KINGCOUNTY,UA BILL OF SALE [Pr°j Name".."'ff.tperty Tax Parcel Mum ber"0"."q --(__ Project Fde #::Street h .rsectio ,".,daress:-- Reference Number(s)ofDocuments assigned or released:Additional reference numbers are on page. Gr.a,ntor(s):Grantee(s)::1.[_gY/8a'@O.1.City of Renton,a Municipal Corporation 2. The Grantor,as named above,for,and in eonsideration ofmutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as nmned above,the following described personal property: WATER SYSTEM:Size 00 SANITARY SEWER SYSTEM: L.F.of "-Water MainbL.F.of ('O v ,,10517 Water Main L.F.of ....Water Main each of t au ""Gate Valves N,each of |8o '"Gate Valves 1,each of Fire Hydrant Assemblies Length Size - "Sewer Main "'Sewer Main "'Sewer Main '"Diameter Manholes "Diameter Manholes "Lift Stations L.F.of L.F.of L.F.of each of each of each of :5 STORM DRAINAGE SYSTEMi Length L.F.of L.F.of L.F.of :each ofeachof each of Size Tvoe ), T .• Stonn Main ::Storm Main Storm Main Storm Inlet/Outlet ":- Storm Catch Basin. Manhole STREET IMPROVMENTS:(Including Curb,Gutter,Sidewalk,Asphalt Pavement) Curb,Gutter,Sidewalk L.F. Asphalt Pavement:SY or L.F.of Width STREET LIGHTING: #orPo es O-oYq .o t# Bythis conveyance,Grantor will warrant and defend the sale hereby madeunto the Grantee against all and ever),person or peons, whonoever,lawfully claiming orto claim the same.This conveyance shalLbind the heirs,executors;adminizrators and assigns forever. O:\Forms\PBPWRBILLSALE2.DOC\bh Pagel u,€,,-. ®@ IN WI WHEREOF.said Grantor has caused this instrument to be executed this day of,20q. Notary Seal must be within box INDIVID[L4L FOIL,'vlOF.4CKNOZEDG,,'I,IEN'T STATE OF WASHINGTON )SS COUNTY OF KING ) I eertify that I know or have satisfactory evidence that _signed this instrument andaeknowledgedittobehis/her/their free and voluntary act tbr the uses and purposes mentioned in the instrument Notary.Public in and for the State ofWashington •Notazy (.Print) My appointment expires: Dated: lXiotar31 Seal must be within box ..ul -_._., REPRE,VEA."E4 'FIVEFORMOFACKNOI.ZEDG-!.ft;.TNT STATE )F WASHINGTON )SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that V',,,.-,tl"l signed this instrument,on oath stated that he/sl]e/tiae3"was/were authorized to execute the instrument and acknowledged itas the 'O.',o.,€.,_'Ot and of"..€%":,h_]t.I'Ve the free and voluntary act ofsuch party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State q/XVashington Notary (P t)t,4 ,My appoir/tmept expires:e'-iq.'-I iD Notary Seal must be within box CORPORA TEFOR.'I,'I OFAC.KNOB"LEDG.,IE,"V STATE OF WASHINGTON )SS COUNTYOF KING ) On this __day of ,20 .before me personally appeared to me known tobeofthecorporationthat executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed ofsaid corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said instrumentand that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State ofWashington Notary (Print), My appointment expires: Dated: O:\FormsLPBPVvSBILLSALE2.DOC\bh Page 2 @ @ ......:.......i '•Makin Devoted Disci les o Jesus Christ •..:•Mo July 7,2009 .:7 :!:"i!Planmng D,rector 0 ...............:.....-,Dept,of Community and Economic Developmenti.ii.ii:-'"i i::.:;-.::I N :.::-i.:::.:::i-:.i Renton City Hall-6th Floor :i:4 :if.'..SI!I :::"-:::"1055 South Grady Way .-:>-:::!:-:::-..:-":-].i -:...i.Renton,Washington 98057 •:,z ,•.".7 :.::.'£.....L.:,..:. --<.":i:.i-i.::.L;::.7:.;...i :>-.::: '?::.::9g3.-.Udior/AveNE!5 i '<<,:"":::'::::"::::):::i::PO:::B:ox 2580;: .3 Rdnt0n,-WA:,98056 t-L.:i:":.L .::..L ::,::.i:4":i_?;: •...-:7:::..::..7 :.ErnaiE::,:.:.pastordan@rent0n 7 .:..i::...biblecl-m/ch,0rg. •.i:..:::::.::7-;5--'.",:......<..--.-i :::;..: :,'.....-:_.":-:::::5 :": Dear Chip, I am writingthis letter on the recommendation of Jennifer Henning, Current Planning Manager for the City of Renton.She is overseeing our CUP for the addition here at Renton Bible Church,File No.:LUA-05-162,CU-H, SA-H,V-H.Our project iincludes two phases:Phase 1 .includes a new parking lot and a new Sanctuary and Phase 2 includes new classrooms.We have an extended approval for this CUP that expires in 2015: Last week,I was at city hall •completingour part of the closeout and, according to Jan Illian,it looks as though the City of Renton is prepared to sign off on the completion of the first part of Phase 1---our new.parking lot.We are so thankful that this project is completed,in view of the countless hours that our members invested personally,in it.And we are enjoying the fruits of our labor--a paved parking lot. Of course,our desire to increase our impact in this community goes beyond a paved parking lot.At the heart of our addition is a new sanctuary. The next step in the process would be to begin raising funds for this sanctuary, the second part of Phase 1.This project Will cost more than a million dollars which,for a church our size,represents significant sacrifice on the part of o, church members over a matter of years.We had scheduled to begin this fundraising in 2008 or the beginning of 2009.However,in view of the economic downturn,we felt that it was necessary to postpone this campaign. This brings me to the reason for this letter.Although we are very much committed to this project,we are not sure even when we will be able to begin a •fundraisingcampaign,let alone consider breaking ground on a new sanctuary. At this point,2015 is definitely not a reasonable goal for the completion of our • work.With this in mind,and in view of ordinance no.5452,I am requesting the two year extension which would extend our approval to 2017. Thank you so much for your timeand consideration.If I can answer any questions for you or be of assistance in any way in this matter,please do not hesitate to call or e-mail me. J, Renton Bible ChurchAdclition Conditions of Developmentummary)LUA05-t62 Project Condition Source of When Compliance Party Responsible Condition is Required Hearing Building Permit Applicant Review The landscape plan shall be revised to remove any trees or shrubs that would have roots that can damage the proposed watermain located on the north property line.A revised landscape plan shall be submitted with the building permit application. A revised site.plan shall be submitted with the building permit application providing a minimum of 100 square feet for a recyclable area and 100 square feet for the refuse area A screening detail for the refuse and recyclable area shall be submitted with the building permit application. The project will be required to comply with the Department of Ecology Stormwater Management Manual for erosion and sedimentation control. The project will be required to comply with the 2005 King County Surface Water Design Manual for surface water management. Pay Transportation Mitigation Fee Examiner Condition Hearing Examiner Condition Hearing Examiner Condition ERC ERC ERC Building Permit Review Building Permit Review During Construction Construction Permit Prior to issuance of building permits Applicant Applicant Applicant/ Contractor/Builder Applicant Applicant Notes $4,156.21 for Phase I and $5,953.84 for Phase II Pay Fire Mitigation Fees ERC Prior to issuance of Applicant $7,727.72 building permits Renton Bible ChurchAddifion Conditions of Development(unLma€)LUA05-162 Haul hours are limited from 8:30 am to 3:30 pm Monday through Friday Within 30 days of completion of grading work the applicant shall hydroseed or plant appropriate vegetation. Construction hours are from 7:00 am to 8:00 pm Monday through Friday and 9:00 am to 8:00 pm on Saturday and no work is allowed on Sundays. Code Code Code During Construction During Project Construction During Project Construction Applicant/ Contractor/Builder Applicant/ Contractor/Builder Applicant/ Contractor/Builder @ @ AFFIDAVIT OF SERVICE BY MALNG STATE OF WASHINGTON ) ) County of King ) ,SS. Nancy Thompson being first duly sworn,upon oath,deposes and states: That on the 3rd day of April 2006,affiant deposited via the United States Mail a sealed envelope(s)containing a decision or recommendation with postage prepaid,addressed to the parties of record in the below entitled application or petition. Signature: SUBSCRIBED AND SWORN to before me this r-day of IIItIP('T,''I.,,.,...+ +1 ,aV ,-.....'+"t,,'+,,,+,+....-;.++,o++2-7+ .x ff2 .,,,+°o+...,o,,,""++A "-,I'",-".(,I.+.0+---++o+-+;;+,,,"i.,,j,llfllll It" Artr[,2006. Notary Publier.hd/for the State of Washington Residing at _([,therein. Application,Petition or Case No.:Renton Bible Church Addition File No.:LUA 05-162,CU-H,SA-H,V-H The Decision or Recommendation contains a complete list ofthe Parties ofRecord. @ HEARING EXAMINER'S REPORT ® April 3,2006 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION OWNER/APPLICANT:Renton Bible Church PO Box 2580 Renton,WA 98058 CONTACT: LOCATION: Patrick Paul J.Patrick Mitchell &Associates 12620 120th Avenue NE,Ste.208 Kirkland,WA 98034 Renton Bible Church Addition LUA-05-162,CU-H,SA-H,V-H =973 Union Avenue NE SUMMARY OF REQUEST: SUMMARY OF ACTION: Conditional Use Permit approval,Site Plan approval and Variance approval in order to construct an addition to the existing Renton Bible Church. Development Services Recommendation:Approve with one condition. DEVELOPMENT SERVICES REPORT:The Development Services Report was received by the Examiner on February 28,2006. PUBLIC HEARING:After reviewing the Development Services Report,examining available information on file with the application,field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES Thefollowing minutes are a summary ofthe March 7,2006 hearing. The legal record is recorded on CD....: The hearing opened on Tuesday,March 7,2006,at 9:00 a.m.in the Council Chambers on the seventh floor of the Renton City Hall.Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No.1:Yellow file contammg the original application,proofof posting,proofofpublication and other documentation pertinent to this request. Exhibit No.3:Master Site Plan/Floor Plans Exhibit No.5:Conceptual Landscape Plan Exhibit No.2:Existing Site Plan Exhibit No.4:Architectural Elevations Exhibit No.6:Preliminary Civil Plan Renton Bible Church Addition File No.:LUA-05-162,CU-H,SA-H,V-H April 3,2006 Page 2 Exhibit No.7:Phase I First Floor Plan Exhibit No.8:Phase I &II First Floor Plan Exhibit No.9:Phase 11 First &Second Floor Plans Exhibit No.11:Color Board for Siding (for illustrative purposes only) Exhibit No.10:Zoning Map/Neighborhood Detail Map Exhibit No.12:Color Board with Proposed Roofing Material (for illustrative purposes only) The hearing opened with a presentation of the staff report by Jill Ding,Senior Planner,Development Services, City ofRenton,1055 S Grady Way,Renton,Washington 98055.The subject site is located within the Residential-8 Dwelling Unit per acre zoning designation.It is also located within the Residential Single-Family Comprehensive Plan designation.The site is located on the west side of Union Avenue NE,the northeast corner is directly across from NE 10th Street and it is located within a single-family residential neighborhood. The site is comprised of two parcels which total 1.9 acres.The existing church building is 7,329 square feet in area,the applicant is proposing a total addition in area of 14,797 square feet,leaving a total building area of 21,206 square feet. The applicant has requested an extended approval for the construction of the additions that would be constructed in two phases.It is estimated that the construction of both phases will take approximately nine years. Phase one includes all site development work an the expansion of the parking lot.Phase two would include the construction on the first floor on the eastern side of the building facing Union Avenue NE.The applicant requested a variance for a 38'clerestory steeple and a 44'tall cross.They have also requested a modification to reduce the 50'setback from a residential property for the outdoor refuse and recyclable storage areas to 28 feet. The Environmental Review Committee issued a Determination of Non-Significance -Mitigated with 4 mitigation measures.No appeals were filed. This plan is consistent with the public facilities land use element.The project is in compliance with the setback and lot coverage requirements for the R-8 zone.The main building does comply with the required height limit, however,the steeple and the cross are proposed to exceed that height limit.Since the cross is a religious symbol,it is not subject to the City's height requirements,the variance is not required for the proposed cross. The project's location within the vicinity of other similarly sized uses would indicate that the proposed location is suitable for this proposed use.This project should not increase noise,odor,traffic or other adverse impacts to surrounding properties.Additional landscaping will be provided with the additions,which will help screen the church from the surrounding residential properties. The proposed additions have been designed to blend into the existing homes in the area.At the completion of both phases the applicant indicated that the church would provide a maximum seating for 340 people.The existing parking area is proposed to expand to 102 parking spaces,which exceeds the maximum number of required parking spaces.A pedestrian access is being provided from the church to the existing sidewalk within Union Avenue NE. A 20-foot wide strip of landscaping is proposed along the eastem property line,a 9-14 foot strip along on the southern property line,a 9-foot wide strip along the western property line and a 9-foot wide strip along the northern side property line.The proposed landscaping would be a variety of trees,shrubs and ground cover. There is a 10-inch watermain that has been proposed along the northern property line within the side yard @ @RentonBibleChurchAddition File No.:LUA-05-162,CU-H,SA-H,V-H April 3,2OO6 Page 3 setback,the landscape plan does propose a row of trees in that location,however no trees are permitted within the watermain area.A revised landscape plan must be submitted showing no trees or shrubs in that area. The City's parking regulations have additional landscaping requirements.A minimum of 35 square feet of landscaping is required per parking space,based on 102 parking stalls,3,570 square feet of landscaping would be required within the parking area.The applicant has proposed 7,593 square feet of landscaping. The applicant indicated that any rooftop equipment would be screened from the surrounding residential properties.A refuse and recyclable area was proposed to be located on the northwest portion ofthe site.The requirements are 2 square feet per 1,000 gross square feet ofbuilding area for a recyclable center and a minimum of 4 square feet per 1,000 gross square feet of building area for a refuse center.Based on 21,000 gross square feet a minimum of 100 square feet ofrecyclable area and 100 square feet of refuse area would be required.The proposed area is 132 square feet,which does not meet the minimum requirements.A revised site plan must be submitted with the building application showing the required minimum area for this area.The area must also be screened and that detail must also be submitted.The recycle and refuse area must maintain a 50- foot setback from a residential zoned property.The applicant has requested a modification to reduce the setback to 28-feet.Staffreviewed the modification and as there is adequate area located in the adjacent parking area, staffrecommends that the modification be denied and that the refuse and recycle area be relocated. The applicant is proposing a significant amount oflandscaping around the perimeter ofthe subject site,once the trees and shrubs become mature,the church would be appropriately screened from the surrounding residential properties. Traffic and Fire mitigation fees were imposed on this proposed project. A 10 inch watermain typically requires a 15-foot easement,however the church building would be located within that required 15-foot easement.It is being required that a 10-foot utility easement be in that location and a 15-foot easement in all other portions ofthe lot. The Examiner proposed that Staff take up with Council to amend the ordinance for steeples and variances. Ms.Ding continued;it seems that the code does provide a little more flexibility for churches,under the height requirements and conditional use criteria it does indicate that a church may obtain a variance from the height requirements for steeples.The variance that is requested is limited to the clerestory steeple.The steeple is important for the church's religious expression and the church would suffer if it were required to comply with the height requirements.Ttie steeple tops out at 38-feet,8-feet above the permitted height requirement. Granting the variance for the proposed steeple would not be injurious to the surrounding property owners.The proposed steeple would be located towards Union Avenue NE and would be screened by the existing and proposed landscaping along Union Avenue NE. Patrick Paul,12620 120th Avenue NE.,Suite 208,Kirkland,WA 98034 stated that they were generally pleased with the staff report and all the findings.Regarding the setback along the north property line,the existing building is 32-feet from the north property line,the new sanctuary area in front,the high wall of that area is actually in the same line as the existing building.All of the new building extending out to the north will only be one story high.The 2-story portion in the back is 22-feet from the property line. As far as shading going on to the north,there are several very large trees that already shade the property to the north.And finally,the reasoning behind the trash location,on submitted drawings,there is a screen enclosing the trash area.Placing it next to the fence was chosen in order to tuck it into the existing trees.It seems that it Renton Bible Church Addition File No.:LUA-05-162,CU-H,SA-H,V-H April 3,2006 Page 4 would be less out in the open than if the staff proposal is approved.We would put the dumpsters out in the parking lot,more in the open. J.Patrick Mitchell,12620 120th Avenue NE.,Ste.208,Kirkland,WA 98034 stated that the reason the 10-inch water line is located on the north side of the property is something that the Fire Marshal proposed and was agreed upon in order to meet the fire requirements ofthis building.The loop line going around the building is what was recommended. Jerry Waldron,Baseline Engineers,Inc.,1910 64th Avenue W.,Tacoma,WA 98466 stated that he was the civil engineer for this project.When the preliminary design was prepared for the detention systems they were not sure whether the site would infiltrate.By using the 1998 Level 2 requirements a credit would be given for the church and parking lot.If they were required to use the 2005 Manual,that does not allow for a credit for the church and parking lot and that would increase the cost.They were unable to locate an aerial map prior to 1975, there are maps fiom 1978 showing that the church was on this property.They would like to get approval to use the 1992 Manual,the church was built in the 1950's. The Examiner stated that the issue before him is that no one appealed the ERC's determination,which he cannot tamper with.Ms.Kittriek may be able to address some of the concerns. Kayren Kittrick,Development Services stated that the fire flow requirements require the 10-inch looped main and typically there should be 15-feet of clearance on this water line,it is unlikely that it can be moved from that area where it is currently proposed.There needs to be as much distance from the proposed foundation as possible.They will not be messing with any of the larger trees that already exist in that area.They are not generally the bigger problem,as it is when the trees are directly over the water line. 2005 detention versus 1998 versus pictures,staff will entertain as much information as the engineer would like to give to make their case.The 2005 Manual is applicable in this case but there are always exceptions. This lot does drain to the south and into Cedar Creek. The Examiner called for further testimony regarding this project.There was no one else wishing to speak,and no further comments from staff.The hearing closed at 9:54 a.m. FINDINGS,CONCLUSIONS &RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1.The applicant,Renton Bible Church,filed a request for approval of a Conditional Use Permit,a Site Plan and a Variance to add additional parking,to enlarge the building and add a steeple. 2.The yellow file containing the staff report,the State Environmental Policy Act (SEPA)documentation and other pertinent materials was entered into the record as Exhibit #1. 3.The Environmental Review Committee (ERC),the City's responsible official,issued a Determination of Non-Significance -Mitigated (DNS-M)for the subject proposal. The subject proposal was reviewed by all departments with an interest in the matter.. ®,,Renton Bible Church Addition File No.:LUA-05-162,CU-H,SA-H,V-H April 3,2006 Page 5 ° . . 8. . 10. 11. 12. 13. 14. 15. The subject site is located at 973 Union Avenue NE.The subject site is located on the west side of Unionjust north ofNE 10th Street.The church has been on this property for more than 50 years. The map element ofthe Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single-family uses,but does not mandate such development without consideration of other policies of the Plan.The Comprehensive Plan permits churches in appropriate residential neighborhoods where arterial access is available. The subject site and neighboring sites are zoned R-8 (Single family residential-8 units per acre). The subject site is a rectangular parcel.It is 1.9 acres or 81,099 square feet.The existing church is located in the northeast quadrant ofthe subject site. The church's eXisting building area is approximately 7,329 square feet.Parking is primarily located south and west of the building.. The applicant proposes a phased expansion over nine (9)years.Phase One,scheduled between 2006 and 2009,would include expanding the parking lot to 102 stalls,eliminating the north driveway,and constructing a multi-purpose worship center and additional classroom space.There would be seating for 200-240 persons and the additions would total approximately 6,083 square feet. Phase Two would occur between approximately 2009 and 2015.It would include a two-story expansion with 4,752 square feet on the ground floor and 3,962 on the upper floor.The space would be used for classrooms,kitchen and offices.The applicant would remove the classroom space constructed during Phase One and'enlarge the assembly area to accommodate between 325 and 340 seats. The parking lot currently is located more or less in the southwest quadrant of the subject site.It would be expanded to encompass most of the western third ofthe site.A dumpster and recycling station was proposed along the north perimeter ofthe subject site and a modification was requested since code requires a 50-foot setback from a residential property (see below).Staffrecommended against the : proposed location.Staffnoted that there are other locations available that meet the code requirements of a 50-foot setback from the northern property line where residential property is located.The applicant,at the hearing,agreed to move the station to a suitable location. The building will eventually be extended toward the north more than the current building,but still maintain the appropriate setback for the R-8 zone.A fence is already located on this northern boundarylI Landscaping will be located in this area but staffnoted it would be constrained by the fact that a portion. of a required looped watermain will run through the north side yard on an easement.Larger plantings cannot be located over a watermain. In addition to the expansion plans noted above,the applicant will be erecting a clerestory steeple along the front of the building.The steeple proposed to be 38 feet tall,will exceed the 30 foot height limits of the R-8 Zone.The applicant requested a variance to allow the steeple in that location.A 44-foot tall cross will also be located further back on the building but crosses are exempt from the height limits of the zone. The new addition would cover approximately 21.3%ofthe site whereas the zone permits coverage up to 35%. Renton Bible Church Addition File No.:LUA-05-162,CU-H,SA-H,V-H April 3,2006 Page 6 @ 16.The R-8 Zone requires a 15-foot front yard,20-foot rear yard and 5-foot interior side yards.The applicant proposes a 20-foot front yard,11-foot north side yard,88-foot south side yard and a 163-foot rear yard.The applicant proposes 20 feet of landscaping along the front property line,9 to 14 feet along the south property line,9 feet on the west or rear line and 9 feet along the north property line. 17.The parking and loading ordinance requires 1 stall per 5 seats.The maximum seating capacity after the second expansion would be 340 seats,which would require 68 parking stalls whereas 102 are proposed. 18.Garbage and recycling area size is based on the service area with 4 square feet required for each 1,000 square feet of building area.The applicant did not propose a sufficient area and will have to provide 200 square feet.As noted,staff recommended that the area be moved away from the residential boundary and toward the center of the parking area. CONCLUSIONS: Conditional Use Permit °The applicant,for a Conditional Use Permit must demonstrate that the use is in the public interest,will not impair the health,safety or welfare of the general public and is in compliance with the criteria found in Section 4-9-030 (G)which provides in part that: a.The proposal generally conforms to the Comprehensive Plan; b.There is a general community need for the proposed use at the proposed location; c.There will be no undue impacts on adjacent property; d.The proposed use is compatible in scale with the adjacent residential uses,if any; e.Parking,unless otherwise permitted,will not occur in the required yards; f.Traffic and pedestrian circulation will be safe and adequate for the proposed project; g.Noise,light and glare will not cause an adverse affect on neighboring property; h.Landscaping shall be sufficient to buffer the use from rights-of-way and neighboring property where appropriate;and Adequate public services are available to serve the proposal. The requested conditional use appears justified and should be approved. .While the Comprehensive Plan suggests the area in which the subject site is located is for single-family uses it recognizes that houses of worship are generally associated with single-family neighborhoods. The church has been located at this site for more than fifty years and expansion after that long is not unexpected.Both the additional interior space and the parking lot expansion are compatible with goals and policies of the Comprehensive Plan. .This office generally avoids making determinations about community need when reviewing religious institutions.It is probably an inappropriate criterion given the variety of religious denominations that @ @,,Renton Bible Church Addition File No.:LUA-05-162,CU-H,SA-H,V-H April 3,2006 Page 7 exist.While other criteria may be used to determine if the use is appropriate or intrusive,this one seems inappropriate for governmental review. ,The elimination of the north driveway as well as the re-design and expansion of the parking lot will make the church a better neighbor.While the church will narrow the north side yard,the building will observe a larger setback than is required and landscaping should offset visual impacts.The larger parking lot should help accommodate more off-street parking and lessen the impacts on the community. It appears that the church has been a reasonable neighbor and has not had any untoward impacts on the community.= .The church will be expanded and the new steeple will be taller than most surrounding structures but the impacts do not appear to be significantly different in scale than neighboring single-family homes. ..The parking lot and building will abide by the R-8 setbacks.There will be nomodification for the garbage and recycling center and that should eliminate potential noise impacts on the adjacent single- family use to the north.While a looped watermain will limit the potential landscape buffer,landscaping. should still provide a reasonable separation and buffer along property lines.The modifiedcirculation patterns appear adequate and staff believed that the current street situation is acceptable. Site Plan .The site plan ordinance provides a number of specific criteria for reviewing a :site plan.Those criteria are generally represented in part by the following enumeration: a.Conformance with the Comprehensive Plan; b.Conformance with the Building and Zoning Codes; c.Mitigation of impacts on surrounding properties and uses; d.Mitigation of the impacts ofthe proposal on the subject site itself; e.Conservation of property values; f. g. h. Provision for safe and efficient vehicle and pedestrian circulation; Provision of adequate light and air; Adequacy ofpublic services to accommodate the proposed use; Many of these criteria mirror those used in analyzing the Conditional Use Permit and there is no need to repeat the analysis in those areas.The proposed use satisfies these and other particulars ofthe ordinance. .As noted,churches are compatible with single-family communities and single-family zones.This church has been a member of this community for a halfcentury and should remain a reasonable neighbor.Compliance with Building and Fire Codes will be determined when actual building plans have been submitted. 8RentonBibleChurchAddition File No.:LUA-05-162,CU-H,SA-H,V-H April 3,2006 Page 8 . 10. 11. 12. ® 13. As noted,the parking lot will be landscaped and located mainly to the rear of the church.The expansion ofthe parking lot should remove vehicles from the street lessening impacts on neighbors during services.The driveway near the north property line will be eliminated. 14. The church building and expansion appears to be well designed.The peaked roof and clerestory spire will be stepped in appearance lessening the apparent bulk of the structure. 15. The single driveway and enlarged parking lot will simplify maneuvering into and out of the parking lot and within the lot.Pedestrian circulation appears reasonable. 16. The site is still predominately open with large yards allowing plenty of light and air for the site and surroundings. Variance 17. Variances may be granted when the property generally satisfies all the conditions described in part below: a.The applicant suffers undue hardship caused by special circumstances such as:the size,shape, topography,or location where code enforcement would deprive the owner of rights and privileges enjoyed by others similarly situated; b.The granting of the variance would not materially harm either the public welfare or other property in the vicinity; c.The approval will not constitute a special privilege inconsistent with the limitations on other property in the vicinity;and d.The variance is the minimum variance necessary to allow reasonable development of the subject site. The applicant's property is ripe for the variance requested. The main hardship in this instance is a height limitation that restricts a religious tradition characterized by a steeple.Churches are generally finished with a steeple and the applicant seeks to add one to its existing building to provide a finished,and,yes,more traditional appearance. The steeple would top out at a height of 38 feet or 8 feet taller than the 30 feet the zone permits.In fact, peaked roofs may exceed that 30 feet based on the formula used to calculate height.So while the 38 feet is taller than a fiat-roofed single family home it may not be that much taller than one with a pitched or peaked roofline.It would not appear that the taller steeple would harm either the general public or other property in the vicinity. Granting a religious institution a variance to permit a steeple of 38 feet would not be creating a precedent.It would be applied strictly to churches practicing their religion. It appears that the design provides a reasonably proportioned building and the eight feet seems the minimum necessary to allow the addition ofthis architectural detail so tied to church image. @,Renton Bible Church Addition File No.:LUA-05-162,CU-H,SA-H,V-H April 3,2006 Page 9 @ Modification 18.As demonstrated by staff,there is no reason to allow the garbage/recycling station to be placed in a position that might affect neighboring property.The station shall be located so that it meets code requirements. 19.In conclusion,the proposed additions and alterations appear reasonable. DECISION:=-: The proposed Phased Expansion and Conditional Use Permit,Site Plan and Variance are approved subject to the following conditions: . 2. . The applicant shall comply with the ERC conditions. The landscape plan shall be revised to remove any trees or shrubs that would have roots that can damage the proposed watermain located on the north property line.A revised landscape plan shall be submitted with the buildingpermit application. A revised site plan shall be submitted with the building permit application providing a minimum of 100 square feet for a recyclable area and 100 square feet for the refuse area,and providing the required minimum 50-foot setback for the refuse and recyclable area from surrounding residentially zoned properties. .A screening detail for the refuse and recyclable area shall be submitted with the building permit application. ORDERED THIS 3 day of April 2006. F 1- HEARING EXAMINER TRANSMITTED THIS 3 day of April 2006 to the parties ofrecord: Jill Hall 1055 S Grady Way Renton,WA 98055 Renton Bible Church PO Box 2580 Renton,WA 98058 Patrick Paul J.Patrick Mitchell &Associates 12620 1202 Avenue NE,Ste.208 Kirkland,WA 98034 TRANSMITTED THIS 3'd day of April 2006 to the following: ®Renton Bible Church Addition File No.:LUA-05-162,CU-H,SA-H,V-H April 3,2006 Page 10 O Mayor Kathy Keolker Jay Covington,ChiefAdministrative Officer Julia Medzegian,Council Liaison Gregg Zimmerman,PBPW Administrator Alex Pietsch,Economic Development Jennifer Henning,Development Services Stacy Tucker,Development Services King County Journal Stan Engler,Fire Larry Meelding,Building Official Planning Commission Transportation Division Utilities Division Neil Watts,Development Services Janet Conklin,Development Services Pursuant to Title IV,Chapter 8,Section 100Gofthe City's Code,request for reconsideration must be filed in writing on or before 5:00 p.m,April 17 2006.Any aggrieved person feeling that the decision ofthe Examiner is ambiguous or based on erroneous procedure,errors of law or fact,error in judgment,or the discovery ofnew evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14)days from the date ofthe Examiner's decision.This request shall set forth the specific ambiguities or errors discovered by such appellant,and the Examiner may, aer review ofthe record,take fiarther action as he deems proper. An appeal to the City Council is govemed by Title IV,Chapter 8,Section 110,which requires that such appeal be filed with the City Clerk,accompanying a filing fee of $75.00 and meeting other specified requirements. Copies ofthis ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall.An appeal must be fried in writinl on or before 5:00 p.m.,April 17 2006. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file.You may contact this office for information on formatting covenants. The Appearance ofFairness Doctrine provides that no ex parte (private one-on-one)communications may occur concerning pending land use decisions.This means that parties to a land use decision may not communicate in private with any decision-maker conceming the proposal.Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications conceming the proposal must be made in public.This public communication permits all interested parties to know the contents ofthe communication and would allow them to openly rebut the evidence.Any violation of this doctrine would result in the invalidation ofthe request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. ®@ '= Exhibit 10 "--I1-=t1 "-'"-I ]]:IH3111/)lOkl_Vd "f I;I iL I J."i r [......-.,.,,-,,.,,.:I-:-'---!....................=-::............---........ i U Exhibit 2 i .m •.t 713HOllN NOII:IIYd "r li-- i I !.I ).°i,L .,I •Lt I .r,=°t € Exhibit 5 !;!i t •i T13HOIII,N )lOll.Vd "£ i gii '-'- t .......... :M !!-!z F< -1 Exhibit 4 City ofRenton P/B/FM/Department RENTON BIRI I=CHURCH ADOITION (Llimina/Report to theHearg Exanner UA05-'i62,CU-H,SA-H,V-H,ECF PUBLIC HEARING DATE March 7,2006 Page 4of13 2.ENVIRONMENTAL REVIEW 3 Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C,1971 as amended),on January 31,2006 the Environmental Review Committee issued a Determination of Non-Significance,Mitigated for the project.The DNS-M included four (4)mitigation measures.A 14-day appeal periodcommenced on February 6,2006 and ended on February 20,2006.No appeals of the threshold determination were filed. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposed project,the following mitigation measures were issued for the Determination of Non-Significance -Mitigated: 1.The project will be required to comply with the Department of Ecology Stormwater Management Manual for erosion and sedimentation control. 2.The project will be required to comply with the 2005 King County Surface Water Design Manual for surfacewater management. 3.The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per new average daily trip attributed to the project pdor tothe issuance of building permits. 4.The aPlicant shall pay the appropriate Fire Mitigation.Fee based on a rate of $0.52 per square foot of new for each dwelling unit pdor to the issu.ance of building permits. Z ©z W==I r ® ...., > < 0€;0E O. "0 Ol ?.ZI ,...,,.-.,,:,11==1 0 E C0 o9 ,£o o /..:.,..,.',,, ".u'0 .'''; 9 '"","k'O0 ,.¢....-_ I|IX-,a ,,.,,. o r o.. >._ r d o'- :i Department of Planning /Building /Puorks ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW REVIEWING DEPARTMENT:.i""""" APPLICATION NO:LUA05-162,CU-,S-H,V;H,ECF APPLICANT:.Renton Bible Church PROJECT TITLE:Renton Bible Church Conditional Use SITE AREA:81,099 LOCATION:973 Union Avenue NE SHEET COMMENTS DUEi JANUARY 24,2006 DATE CIRCULATED:JAtY'1Q,2006 .'...... PROJECT PLAN REVIEW:Jan I O . BUILDING AREA (gross):14,797 square feet ,. WORK ORDER NO:77529 SUMMARY OF PROPOSAL:Proposal is to construct a 14,797 square foot addition to an existing church structure.The addition is-proposed to be constructed in two phases.The first phase would include the expansion of the existing parking 'iot to a totaF0f 102carsandtheconstructionof6,083 square feetto the first floor of the church.The second phase wouldincude'a two-story additiontotaling8,714 square.feetin,area.The subject site is located within the Residential-8 (R-8)dwelling unitper acre zoning designation...'Access to the subject Site is provided via drivewaysOnto Union AvenueNE.;:A'church use is permitte in theR-8 zorle subject to the :approval of a conditional use permit.In addition the applicant has requested EnVironemtal Reiview;3itePlanApproval,a:vadanceto ....:;the height requirements and a modification to the refuse and recycleables storage requirementS..u ;";"-:.,_c ,:: A.ENVIRONMENTAL IMPACT(e.g.Non.Code COMMENTS ......:-,:i >:....::;- Element of the -".:Probable Probable More .Element of the probable ,,_Pr.obable .,More "=:"Environment .:MinoF.Major Information=Environment Minor ....i MajoE.,Jnformation.:::-!:.l:lmpacts Impacts Necessary .:lmpac ':;!Impacts ,'-NecessaryS--÷ Earth:.":.i:L .;:..Housinl..o '>.":i ::::>;::::: Water .::-:=I,.:".LihYGlare ;:',;-i:;::;i :;,=: Plants ."'"Recreation '.q :""iI :..,=':' Land/Shoreline Use "=::=Utilities -:.-::-:.I : Animals ....-,.;.Transportation ":.::EnvironmentalHealth =Public Services t-*-....-"• Energy/-',:Historic/Cultural .:;:,.':Natural Resources Preservation ";..,."., •Airport Environment •:,.,-.tO,O00 Feet "-""'-" ,,14,000 Feet , =-•L ;""].....' : .....]":.....................,.......a]POLICY-RELATED COMMENTS '.:.."';;':'" ,.==.:.....,•. C.CODE-RELATEDCOMMENTS " We have reviewed this application with particular attention to those areas in which we have exPertise andhave "identified areas of probable impact or i: areas where additional information is needed toproperly assess this proposal!"o ,:"i i ....Signature of Director orAuthorized ReprentaJve /Date ® CTY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 1 st day of March,2006,I deposited in the mails of the United states,a sealed envelope containing Preliminary Report to the Hearing Examiner documents.This information was sent to: Name ' Patrick Paul,J.Patrick Mitchell &Associates Contact Renton Bible Church Owner "Representing :i (Signature of Sender):/J__./{'tf"U/STATE OF WASHINGTON ))ssCOUNTYOFKING) I certify that I know or have satisfactory evidence that Stacy Tucker Ci-iAKLI=I5 E KOKKONOTARYPUSUCSTATEOFW/LIINGTON COMIBSION EXPIRES MARCH 19,2006 signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated://D & Notary (Print)=: My appointment expires: Notary Public in and fort eb a e o Washington Project Name: Project Number: Renton Bible Church LUA05-162,CU-H,SA-H,V-H,ECF •./.", _•_..-,••/c ww @F NwoN Planning/Building/blicWorks.Department Gregg Zimmerman P.E.,Admihistrator. "..'..-" ..March 1,2006 :' Patrick Paul J.Patrick Mitciiell &Associates 12620 120t Avenue NE:#208" Kirk!and,WA 98034 •.--.•. SUBJECT:Renton Bible Church-. :LUA05-162;CU-H,SA-H,V-H,ECF,:: •_,-.- •Dear Mr.Paul:-.. -,.: .This letter is to inform youi-that the appeal period eroded on February 20.2006for the Environmental Review Committeeis (ERC)Determination of Non'Significance ,=Mitigated!for ' the above:referenced project,i ..-o",./i...i "' .•..••. No:appeals-were filed .on the-ERC dt6rminatiOn..This decision is :final.The"applicant.must •comply with all ERC Mitigation Measures:outlined in the.Report and Decision dated:-JanUary 31, 2006.A Hearing Examiner Public 'Heai'ing :has been.scheduled for March 7,i2006;where Site'Plan COnditions may be issued.The :applicant or representative(s)of the apliicant are required tobe present Enclosed for yOu.r r¢view:is,a.:c0py of the IPreliminary RePOrt'to the Hearing Examiner:....-;:,.,,:,.:""= If you have any questions;please feel freetoi60ntaetme at (425)430-7219.....i _,.•."•"•?,,For the EnvironmentalReview Committee, ,i:i Associate Plan ner./y -....:.:::.: .....-:cc:RentOn Bible Church)Owner '".."" ',.:".- "Enclosure ¢., ±- 1055 South Grady Way -Rent0n,Washington 98055 -Thispapercontains50%recycledmaterial,30%postconsumer ..•÷ . •'. •..•-." o AHEADOF THE CURVE I PROJECT NAE:Renton Bible Church PROJECT NUMBER:LUA-05-162,CU-H,SA-H,V-H,ECF PROJECT DESCRIPTION:The applicant is requesting Hearing Examiner Conditional Use Permit approval,Site Plan approval,and Variance approval in order to construct an addition:to the existing Renton Bible Church.The proposed addition would be constructed in two phases The first phase would involve the expansion of the existing parking lot to 102 spaces and a 6,083 square foot single story addition.The second phase would involve a two-story addition with 4,752 square feet on the first floor and 3,962 square feet on the second floor.The subject site is located within the Residential-8 dwelling unit per acre (R-8)zoning designation.The applicant has indicated that the proposed uses in addition to worship services would include Sunday school,yoJtl group,office, Hispanic services,and bible studies. 3 HEX Agenda 3-7-06 k :,k PUBLIC HEARING City of Renton Department of Planning /Building /Public Works PREUMgNARY REPORT TG THE HEARSNG EXA.MOER A.SUMMARYAND PURPOSE OF REQUEST: •Public Hearing Date:March 7,2006 ProjectName:Renton Bible Church Addition Owner/Applicant Address Contact Address Renton Bible Church PO Box 2580 Renton,WA 98056 Patrick Paul J.Patrick Mitchell &Associates 12620 120thAvenue NE Ste 208 Kiddand,WA 98034 = FileNumber:LUA05-162,CU-H,SA-H,V-H,Project Manager:Jill K.DingECFAssociatePlanner Project Description:The applicant is requesting Hearing Examiner Conditional use Permit apprevaI,Site Plan approval,and Vadance approval in order to construct an addition to the existing Renton Bib!e Church.The proposed addition would be constructed in two phases. The first phase would involve the expansion of the existing parking lot to 102 spaces and a 6,083 square foot single story addition.The second phase would involve a two-story addition with 4,752 square feet on the first floor and 3,962 square feeLon the second floor.The subject site is located within the Residential-8 dwelling unit pe[ acre (R-8)zoning designation.The applicant has indicated that the proposed uses in addition to worship services would include Sunday school,youth group,office, Hispanic services,and bible studies. Project Location:973 Union Avenue NE City Renton P/BEF'W DeparnentRENTONBIBLECHURCHADDITION @ aryReport to the Hearg ExaminerLUAO,.t62,CU-H,SA-H,V-H,ECF PUBLIC HEARING DATE March 7,2006 Page 2of13 .EXHIB#TS: Exhibit 1: Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Exhibit 8: Exhibit 9: Exhibit 10: C, Project file (=yellow file")containing the applicatior reports,staff comments,and other material pertinent to the review of the proiect. Existing site Plan (dated December 131 2005) Master Site Plan/Floor Plans (dated December 13,2005) Architectural Elevations (dated November 23,2005) Conceptual Landscape Plan (dated September 28,20() PreliminarY Civil Plan (dated November 15,2005) Phase I First Floor Plan (dated November 23,2005) Phase I &II First Floor Plan (dated November 23,2005): Phase II First &Second Floor Plans (datedNovember 23,2005) Zoning Map/Neighborhood Detail Map (dated November 22,2005) GENERAL IPFORMA TlON: 1.Owner of Record: 2. 3. , "5. Zoning Designation: Comprehensive Plan Land Use Designation; Existing Site Use: Neighborhood' Characteristics: 6.Access: 7.Site Area: 8.Project Data: RentonBlehexrpt North: East: South: West: Existing Building Area: New Building Area: Total Building Area: Renton Bible Church PO BOX 2580 Renton,WA 98056 Residential -8 dwelling units per acre (R-8) Residential Single Family (RSF) Renton Bible Church (religious institution) Residential -8 dwelling unit per acre (R-8)zoning Residential -8 dwelling unit per acre (R-8)zoning Residential -8 dwelling unitper acre (R-8)zoning Residential -8 dwelling unit per acre (R-8)zoning Union Avenue NE 81,099 square feet-(1.9 acres) Area comments 7,329 sf 14,797 sf Addition area to existing church building 21,206 sf N/A CityofRenton P/B/PW Deparb'nent RENTON BIBLE CHURCH ADDITION nary Report to the Hearing Exarr#ner LUA05-t62,CUP/,SA-H,V-H,ECF PUBLIC HEARING DATE March 7,2006 D.HISTORSCAUBACNGROUND: Page 3 of 13 Action Land UseFile No.Ordinance No. Annexation N/A 1609 Comprehensive Plan N/A -5099 Zoning N/A 5100 Conditional Use Permit CU88-080 N/A D"ato 4/23/1957 1110112004 11101/2004 11114/88 E.APPLICABLE SECT8ONS OF THE RENTON MUNICBPALCGDE: 4° = = 6. 6. Chapter 2 Land Use Disricts Section 4.2-020:Purpose and Intent of Zoning Districts .Section 4-2-070:Zoning Use TableSection4-2-110:Residential Development Standards Chapter 4 Property Development Standards Section 4-4-030:Development Guidelines and Regulations Section 4-4-060:Grading,Excavation and Mining RegulaUons Section 4-4-080:Parking,Loading and Driveway Regulations Chapter 6 Sb'eeta and Utility Standards :Chapter9 Procedures and Review Criteria •Chapter 14 Definitions F.APPLHCABLE SECTSONS OF THE CGMPREHENS#VE PLAN: t,Land Use Elent:Public Facilities policies and objectives G.DEPARTMENT ANALYSSS: 1.PROJECT DESCRIPTION/BACKGROUND : £........2_ RentonBiblehexrpt The applicant is requesting Headng Examiner Conditional UsePermit approval,Site Plan approval,and Variance approval in order to construct an addition to the existing Renton Bible Church.The applicant is requested extended approval for the construction of the addition in two phases,which is estimated to take 9 years.The proposed additions would be constructed in two phases.The first phase is.proposed to be constructed approximately from 2006-2009and would included the Site development work and the construction of a portion of the first floor addition.The proposed site development work would include expanding the existing parking area to provide a total of 102 parking spaces,reducing the number Of existing access points to the site from two to one,paving the existing parking lot, installing landscaping;and constructing the stormwater detention system.The building addition would invotve the construction of.a multipurpose worship center that will provide 200-240 seats and additional classroom space.The total area of the addition would,be 6,083 square feet. The second phase of the project is to be constructed approximately from 2009-2015 and would involve an 8,714 square-foot two-story addition (4,752 square feet on the ground floor and 3,962 square feet on the second floor).This addition would provide additional area.for classrooms,a kitchen,and offices.The classrooms that were added dudng the first phase would be removed from the interior of the multipurpose worship center to allow the seating to be expanded to provide 325-340seats. The site fronts on Union Avenue NE,which abuts the eastern property line of the subject site. The subject site is surrounded by single family residential properties. A variance has been requested from the i:ermitted height requirements to allow for a 38-foot tall clearstory steeple and a 44-foot tall cross.In addition a modification has been requested to reduce the required 50-foot setback from a residential property for the outdoor refuse and recyclable area to 28 feet_ @CIyofRentonP/BIF Depar'nent RENTON BIBLE CHURCH ADDITION naty Report to the Hearg Examiner LUA05-'t62,CU-H,SAJH,V-I,ECF PUBLIC HEARING DATEMarch 7.2006 Page 4 of 13 .ENVIRONMENTAL REVIEW 3 Pursuant to the City-of Renton's Environmental Ordinance and SEPA (RCVV 43.21C,1971.as amended),on January 31,2006 the Environmental Review Committee issued a Determination of Non'Significance,Mitigated for the project.The DNS-M included four (4)miligation measures.A 14-day appeal period commenced on February 6,2006 and ended on February 20,2006.No appeals of the threshold determination were filed. COMPLIANCE WITH ERC MITIGATION MEASURES . -Based on an analysis of probable impacts from the proposed project,the following mitigation measures were issued for the Determination of Non-Significance -Mitigated: 1.The project will be required to comply with the Department of Ecology Stormwater Management Manual for erosion and sedimentation control. 2.The project will be required to comply with the 2005 King County Surface Water Design Manual for surface water management. 3.The applicant-shall pay the appropriate Traffic Mitigation Fee basedon $75.00 per new average daily trip attributed to the project prior to the issuance of building permits. 4.The applicant,shall pay the appropriate Fire Mit!gation Fee based on a rate of $0.52 per square foot of new for each dwelling unit pdo[to the issuance of building permits. STAFF REVIEW COMMENTS o .Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development.These comments are contained in the official file,and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. CONSISTENCY WITH CONDITIONAL USE CRITERIA: section 4-9-030.G lists 11 criteria that the Hearing Examiner is asked to consider,along with all other relevant information,in making a decision on a Conditional Use application.These include the following: (1)CONSISTENCY WITH THE COMPREHENSIVE PLAN,ZONING CODE &OTHER ORDINANCES: The proposed use shall be compatible with the general purpose,goals,objectives and standard of the Comprehensive Plan,the Zoning Ordinance and any other plan,program, map or ordinance of the City ofRenton." (a)Comprehensive Plan.Land Use Element The subject site is designated Residential Single Family (RSF)on the City's Comprehensive Plan Land Use Map.Lands in the Residential Single Family Designation are intended to be used for quality residential detached development organized into neighborhoods at urban densities,It is intended that larger subdivision,infill development,and rehabilitation of existing housiilg be carefully designed to enhance and improve the quality of single-family living environments.The following Comprehensive Plan Land Use policies are applicable to the proposal: Objective LUoX:Site religious and ancillary facilities in a manner thatprovides convenient transportation access and minimizes their adverse impacts on adjacent land uses. RentonBiblehexrpt City ofRentonP/B/PW Department RENTON BIBLE CHURCH ADDITION to the Hearbg Examiner LUA05-t62,CU-H,SA-H,V:J-I,ECF PUBLIC HEARING DATE March 7,2006 Page 5 of13 The existing church is accessed directly off of Union Avenue NE.An existing.driveway access point located ai0ng the northern property line is proposed to be removed and the sole access tothe site wouid be provided via an existing driveway located along the southern prope line.The proposal is not anticipated to adversely impact the surrounding properties,as the subject site is currently used as a church. Policy LU-10S.Parking shou/d be provided on-site and buffered from adjac,ent uses. (2) The church would utilizethe existing on-site parking,additional parking is proposed to accommodate the proposed addition. Policy LU-326.Encourage shared parking to use urban land efficiently.- All of the parking is proposed to beprovided on site.The Church is located in a single family residential zone,so there is no opportunity to share parking with the surrounding residences.. (b)Zoning Code The proposed church use is located within the Residential -8 dwelling units per acre (R- 8)zoning designation.The purpose of the R-8 zone is to create opportunities for new single family residential neighborhoods and to facilitate high-quality infill development that promotes-reinvestment in existing single family neighborhoods.It is intended-to accommodate uses that are compatible with and support a hfgh,quality residential environment and add to a sense of community.The proposed church use would be permitted in the R-8 zone subject to approval of a Headng Examiner Conditional Use Permit. (c)Development Standards The R-8 development standards require a minimum front yard setback-(Union Avenue NE)of 15 feet for theprimary structure,a 5-foot side yard setback,and a 20-foot rear yard setback.The proposed additions would comply with all ofthe setback requirements. A 20-foot front yard setback is proposed.An 11-foot side yard setback is proposed along the northern property line and an 88-foot side yard setback is proposed along the southern property line.A 163-foot rear yard setback is proposed. The R-8 zone permits a maximum lot coverage for buildings of 35%of the total lot area. The proposed building footprint of the existing church withithe proposed additions is approximately 17,244 square feet,which equates to a building lot coverage of 21.3% (building footprint of 171244 square feet /lot size of 81,010 square feet =21.3%),which complies with the building lot coverage requirements! Buildings in the R-8 zone are permitted uptoa maximum building height of 2 stories ()f 30 feet.The submitted building elevations indicate that the maximum:height of the proposed church additions will be approximately 25 feet.A clearstory steeple and cross are proposed,which would exceed the maximum height permitted.The cross is proposed at a maximum height of 44 feet,however as the cross is a religious symbol,it is not subject to the maximum height requirements.The clearstory steeple is proposed at a height Of 38 feet.A variance has been requested from the height requirements to permit the proposed steeple and is discussed later in this report. COMMUNITY NEED: There .shall be a community need for the proposed use at the proposed location.In the determination of community need,the Hearing Examiner shall consider the following factors,among all other relevant information: (a)The proposed location shaft not result in either the detrimental over concentration of a particular use within the City or within the immediate area of the proposed use. RentonBlehexrpt CityofRenton P/B/PW Department RENTON BIBLE CHURCH ADDITION @ ary Report to lhe Hearing Examiner LUA05-t62,CU-H,SA-H,V-H,ECF PUBLIC HEARING DATEMarch 7,2006 Page 6 of 13 The proposed addition would expand the existing church facilities on the subject site. The Renton Bible Church has been located on the subject site for the past 50 years. Over time the church has expanded its congregation and is in need of additional space for church services and Sunday-.school.The immediate vicinity of the subject site is primarily surrounded by residential uses.Other large public facilities,specifically Honey Dew Elementary School,Renton Nazarene Church,and Rainier Christian School are also located along Union Avenue NE within the project vicinity.Therefore,as the proposal is an addition to an existing church with a growing congregation and as other large public facilities are located in the project vicinity the proposed addition is not expected to dramatically increase noise,odor,traffic,or produce other adverse impacts to surrounding properties. (b)That the proposed location is suited for the proposed use. The subject site is currently being used by the Renton Bie Church,the proposed additions would expand the church building to accommodate a growing congregation.The improvements included in the proposed addition would be to expand the existing parking lot .to provide for the additional cars visiting the subject site.In addition landscaping would be provided,which would screen the church from the surrounding residential properties.As previously stated Honey Dew Elementary,Renton Nazarene Church,and Rainier Christian School are located within the project vicinity.The project's location within the vicinity of other similarly sized uses would indicate that the proposed location is suitable for the proposed use.: EFFECT ON ADJACENT PROPERTIES:': The proposed use at the proposed location shall not result in substantial or undue adverse effects on adjacent property,:The following site requirements shall be required: (a)Lot Coverage:Lot coverage shall conform to the requirements of zone in which the proposed use is to be located. The R-8 zone permits a maximum lot coverage for buildings of 35%of the total lot area. The proposed building footprint of the existing church with the proposed additions is approximately 17,244 square feet,which equates toa building lot coverage of 21.3% (building footprint of 17,244 square feet /lot size of 81,010 square feet =21.3%),which complies with the building lot coverage requirements; (b)Yards:Yards shall conform to the requirements of the zone in which the proposed use is to be located.Additions to the structure shall not be allowed in any required yard. The R-8 development standards require a minimum front yardsetback (Union Avenue NE)of 15 feet for the primary structure.5-fcot side yard setback is required and a 20- foot rear yard setback is required.The proposed additions would comply with all of the setback requirements.A 20-foot front yard setback is proposed.An 11-foot side yard setback is proposed along the northem property line and an 88-foot side yard setback is proposed along the southem,property line.A 163-foot rear yard setback is proposed. (c)Height Building and structure heights shall conform to the requirements of the zone in which the proposed use is to be located Spires,befl towers,public utility antennas or similar structure may exceed the height requirement upon approval of a variance.Building heights should be related to surrounding used in order to allow optimal sunlight and ventilation,and minimal obstruction of views from adjacent structures. Buildings in the R-8 zone are permitted up to a maximum building height of 2 stories of 30 feet.The submitted building elevations indicate .that the maximum height of the proposed church additions will be approximately 25 feet.A clearstory steep!e and cross are proposed,which would exceed the maximum height permitted.The cross is proposed at a maximum height of 44 feet,however as the cross is a religioussymbol,_it is not subject to the maximum height requirements.The clearston/steeple is proposed at a height of 38 feet.A variance has been requested from the height requirements to permit the proposed steeple and is discussed later in this report. RentonBib!ehexrpt Cy of Renton P/B/PW DeparawentRENTONBIBLECHURCHADDITION nary Report to the Hearg Examiner LUA05-t62,CU-H,SA-H,V-H,ECF PUBLIC HEARING DATE March 7,2006 Page 7 of13 (4) (5) (6) (7) (B) COMPATIBIUTY" The proposed addition would expand and existing church building used at the subject sitebytheRentonBibleChurch.In the immediate vicinity of the project,the site is surrounded by single family residential uses,however larger venues including the HoneyDewElementarySchool,Renton Nazarene,and Rainier Christian School are also located along Union Avenue NE.In addition,the proposed additions have been designedtoblendinwiththeexistingresidentialhomes.Gable and shed roof forms with asphalt shingles have been proposed,and the.exterior finish is proposed to be stucco andhedzontallapsiding. PARKING: Parking under the building structure should be encouraged.Lot coverage may be increased to as much as seventy-five percent (75%)of the lot coverage requirement of the zone,in which the proposed use is located,if all parking is provided underground or within the structure.: The applicanthas indicated that alter both phases of the proposed addition have beenconstructed,the church would provide seating for a maximum of 340 people.The site •plan submitted by the applicant indicates that the existing parking area will be increased to provide 102 parking spaces during Phase =1 of the proposed addition.The parking requirements for a religious institution are 1 apace per 5 seats,therefore based on the maximum 340 seats proposed 68 parking spaces are required.The 102 proposed parking spaces would exceed the number of parking spaces required on the subject site. Based on the-102 parking spaces proposed a total of 5 of those spaces shall be ADA accessible.The submitted site plan proposes 5 ADA parking spaces,which complies withthe ADA requirements, TRAFFIC: Traffic and circulation patterns of vehicles and pedestrians relating to the proposed use and surrounding area shall be reviewed for potential effects on,-and to ensure safe movement in the surrounding area. The proposed additions would result in the removal of an existing driveway located on the northeast corner of the subject site and the expansion and paving Of the existing parking lot.The proposed site plan would change the existing vehicular circulation on the subject site as all vehicular access to and from the site would be provided via one driveway access directly onto Union Avenue NE.Staff has reviewed the proposed vehicular circulation pattern that would result from.the proposed additions and has determined that it would provide safe movement in the surrounding area.Pedestrian access would be provided to the church building via a sidewalk to the existing sidewalk within Union Avenue NE. NOISE,GLARE: Potential noise,light and glare impacts shall be evaluated basecl on the location of the proposed use on the lot and the location of on-site parking areas,outdoor recreational • areas and refuse storage areas. Staff anticipates short-term construction noise during the construction of the addition as well as the site improvements associated with the proposed addition.The long-term noise impacts anticipated with the proposed addition,would be those associated with an increased church congregation meeting at the subject site on weekends and even!ngs. The light and glare impacts are not proposed to adversely impact neighboring properties as the applicant has indicated that cutoff type luminaries are proposed for the parking area to prevent light from spilling onto adjacent property. LANDSCAPING: RentonBiblehexrpt City Renton P/B/PV Deparnent RENTON BIBLE CHURCH ADDITION ®nary Report to the Hearing Exan#ner LUA05-t62,CU-H,SA-H,V-H,ECF PUBLIC HEARING DATEMarch 7.2006 (9) (to) (.11) Page 8 of13 Landscaping shall be provided in all areas not occupied by building or paving.The Hearing Examiner may require additional landscaping to buffer adjacent properties from potentially adverse effects of the proposed use. A conceptual landscape plan was submitted with the project application°The City's landscape regulations require that street frontages be landscaped and that all pervious areas within a site be landscaped appropriately.The submitted landscape plan proposes a 20-foot wide strip of landscaping along the eastern (front)property line,a 9-14 foot wide strip of landscaping along the southern (side)property line,a 9-foot wide strip of landscaping along the western (rear)property line,and a 9-fcot wide strip of landscaping along the northern (side)property line.Additional landscaping iS proposed within the project site.The landscape plan proposes a variety of trees,Shrubs,and ground cover that maybe usecl as plantings withinthesubject site.A lO-inch Watermain is proposed to be installed along the northern property line within the 9-foot landscaped area.No trees or vegetation may be proposed where the roots may impact the proposed watermain. Therefore:staff recommends as a condition of approval that the landscape plan be revised to remove any trees Or shrubs that may have roots,which could damage the proposed Watermain.The revised i landscape plan shall be submitted at the time of building permit application. The City's parking regulations have additional landscape requirements.Surface parking lots with more than 100 parking stalls arerequired to provide a minimum of 35 square feet of landscaping per parking space.Inaddition,parking lots shall be required to be screened from abutting residential land uses.Based on the proposed 102 parking Spaces 3,570 square feet of landscaping is required within the parldng area.The landscape plan indicates that,a total of 7,593 square feet of landscaping is proposed within the parking area,which exceeds the minimum amount of landscaping required. The perimeter of the subject site is proposed to be landscaped with trees,shrubs,and ground cover to screen the adjacent residential properties from the surface parking lot. ACCESSORY USES: Accessory uses to conditional uses such as day schools,auditoriums used for social and sport activities,health centers,convents,preschool facilities,convalescent homes and others of a similar nature shall be considered to be separate uses and shallbe subject to the provisions of the use district in which they are located. The proposed primary use of the site,as a church requires approval of a Hearing Examiner Conditional Use Permit.The applicant has indicated that the proposed uses in addition to church services would include bible studies,Sunday school classes,Hispanic services and an office.Church services would be held on weekends and evenings,The proposed addition would permit thechurch congregation to expand to includejmany as 340 people. CON VERSION:" No existing building or structure shall be converted to a conditional use unless such building or structure complies,or is brought into compliance,with the provisions of this Chapter. The proposed additions would be reviewed,by the building and fire departments to ensure compliance with the applicable building and fire codes. PUBLIC IMPROVEMENTS: The proposed use and location shall be adequately served by and not impose an undue burden on any public improvements,facilities,utilities,and services.Approval of a conditional usepermit may be conditional upon the provision and/or guarantee by the applicant of necessary public improvements,facilities,utilities,and/or services. Staff from the City's Plan Review Section has reviewed the proposed church addition and determined that adequate facilities,utilities,and services are present to accommodate RentonBiblehexrpt City ofRenton P/B/PW Department RENTON BIBLE CHURCH ADOITION @ PUBLIC HEARING DATE March 7,2006 the proposed addition subject to the applicant improvements and the payment of appropriate fees. ary Report to the Hearing Examiner LUAOS-Ir62,CIJ.H,SA-H,V-H,ECF Page 9of13 complying with all code required 6.CONSISTENCY WITH SITE PLAN APPROVAL CRITERIA: As per RMC 4-9-200.E,.'The Reviewing Official shall review and act upon site plans based upon comprehensive planning considerations and the following criteria.These criteria are objectives of good site plans to be aimed for:in development within the City of Renton.However,strict compliance with any one or more particular criterion may not be necessary or reasonable.These criteria also provide a frame of reference for the aPplicant in developing a site,but are not intended to be inflexible standards or to discourage creativity and innovation.The site plan review criteria include,but are not limited to,the following: (A)CONFORMANCE WITH THECOMPREHENSIVE PLAN,ITS ELEMENTS &POLICIES See discussion above, (B)CONFORMANCE WITH LAND USE REGULATIONS The proposed church use is located within the R-8 zoning designation.The purpose of the R-8 zone is to create opportunities for new single family residential neighbod"v3odsandtofacilitatehiglqualityinfilldevelopmentthatpromotesreinvestmentinexisting single family neighborhoods...It is intended to accommodate uses that are compatible with and support a high-quality residential environment and add to asense of community. The proposed church use would be permitted in the R-8 zone subject to approval of.a Hearing Examiner Conditional Use Permit. RentonBiblehexrpt Development Standards Lot Dimensions -The minimum lot size permitted is 4,500 square feet.The minimum lotwidthpermittedis50feetandaminimumlotdepthof65feetisrequired.The subject site is 1.9 acres in area with a lot width of 200 feet and a lot depth of 405 feet,and thereforecomplieswiththisrequirement. Building Lot Coverage -See discussion above. Setbacks/Landsbaping -See discussion above. Building Height-See discussion above.." Screening -The submitted site plan indicates that rooftop equipment will be-screened appropriately,,The site plan,submitted indicates that a refuse and recyclable area will be located on the northwest portion of the site.A minimumof 2 square feet per 1,000 gross 'square feet of building area is required for a recyclable area and a minimum.of 4 square feet per t,000 gross square feet of building area is required for a refuse area with a minimum of 100 square feet required for each of the refuse and recyclable areas.Based on a total gross building square footage of 21,206 gross square feet a minimum of 100 square feet of recyclable area and 100 square feet of refuse area is required.The proposed refuse and recyclable area would be 132 square feet in area,which does not comply with the minimum i'equirements.Therefore,staff recommends as a condition of approval that a revised site plan be submitted with the building permit application providing a minimum of 100 square feet for a recyclable area and 100 square feet for the refuse area. A 6-foot high wall or fence shall enclose any outdoor refuse and recyclable deposit area. The architectural design of such an enclosure shall be consistent with the design of the primary structure as determined by the Development Services Director.A refuse and CityofRenton P/B/fM/Department RENTON BIBLE CHURCH ADDITION @ na'y Report to the Hearing Examiner LUAO5-f62,CU-H,SA-H,V-H,ECF PUBLIC HEARING DATE March 7,2006 (c) (D) Page 10of13 recyclable area.-screening detail was not submitted with the project application. Therefore,staff recommends as a condition of approval that .a screening detail for the refuse and recyclable area be submitted with the building permit application; Refuse and recyclable-areas are required to maintain a 50-foot setback from residentially zoned properties.This requirement may be modified through the Site Plan Review process.The applicant has requested a modification from the 50-foot setback requirement to located the refuse and recyclable area within 28 feet of a residential zone. Staff has.reviewed the modification and has determined that adequate area exists on the subject site within the proposed parking area to site the refuse and recyclable area such that it would comply with the 50-foot setback requirement.Therefore,staff recommends that the requested modification to reduce the 5C-foot setback for the refuse and recyclable area be denied.Staff recommends as a condition of approval that a revised site plan showing the refuse and recyclable area a minimum of 50 feet from surrounding residentially zoned properties be submitted at the timeof building permit application. Parking,Loading,and DrivewayRegulations -See discussion above. Driveways -The proposed site plan shows one driveway accessing the subject site off of Union Avenue NE.The internal vehicular circulation pattern shows two-way drive aisles. MITIGATION OF IMPACTS TO SURROUNDING PROPERTIES AND USE The subject site is located within the Residential -8 dwelling unit per acre (R-8)zoning designation and is bordered on all sides by single family development The Renton Bible Church is currently conducting services on the subject site,the proposal isto construct an addition to the church in two phases to accommodate the growing church congregation.To mitigate the impacts of the proposed church addition to the surrounding properties;landscaping consisting of a variety of trees and shrubs has been proposed around the perimeter of the subject site to buffer the church from the surrounding single family residences. Construction activities would result in some noise,dust and traffic impacts on surrounding properties.The applicant has submitted a Construction.Mitigation Plan outlining mitigation measures to be employed for minimizing dust,noise and traffic impacts during construction. Potential short-term noise and traffic impacts would result from the initial construction of the project.Existing code provisions that .limit construction work hours,and the applicant's construction mitigation plan,which indicates proposed work hours from 7:00 am to 5:00 pm,Monday through Friday and 8:00 am to 12:00 pm on Saturday,would mitigate these impacts. MITIGATION OF IMPACTS OF THE PROPOSED SITE PLAN TO THE SITE The proposed addition would expand the church building to the northeast and southwest. The addition would comply with all of the required front,side,and rear yard setback .requirements.In addition,adequate,parking will be provided on-site for the church congregation. The landscape plan indicates that sufficient street trees will be located along the site's Union Avenue NE frontage to buffer the proposed structure from the noise and visual impacts of traffic on Union Avenue NE.The street trees are proposed to be a mixture of existing trees to be retained and new trees to be planted. Potential erosion impacts that could occur during project construction would be adequately mitigated by the City code requirements forapproval of a Temporary Erosion and Sedimentation Control Plan (TESCP)and a Construction Mitigation Plan prior to issuance of Construction Permits. (E)CONSERVATION OF AREA-WIDE PROPERTY VALUES RentonBiblehexrpt City ofRenton P/B/PWDepartm#nt @ RENTON BIBLE CHURCHADDITION nary Report to the Hearg Examiner LUA05-t62,CU-H,SA-H,V-H,ECF PUBLIC HEARING DATEMarch 7,2006 Page 11 of 13 The proposed church addition would upgrade the existing church facility and is .not expected to diminish property values in the vicinity of the site.The development of the site provides improvements to infrastructure,landscaping and lighting. (F) (G) (H) (I) SAFETY AND EFFICIENCY OF VEHICLE AND PEDESTRIAN CIRCULATION A Traffic Impact Analysis (TIA)was required as part of the project and submitted with the land use application.The TIA was prepared by Gibson TraffÉc Consultants,datedNovember4,2005.One ddveway on the south side of the subject site would provide access to Union Avenue NE.The site development proposes a total of 102 parkingstalls,which is an increase of 33 stalls to the existing parking loll An internal 24-foot wide two-way ddveway is shown on the site plan encircles the parking lot.Half streetimprovementsifnotalreadyexistingwillberequiredalongthefrontageofthesite. The ERC placed a mitigation measure on the project requiring a Transportation Mitigation Fee.The Transportation Mitigation Fee is based on a rate of $75.00 per new averagedailytripgeneratedbytheproject.The applicant's TIA recommended payment of a $675 Transportation Mitigation Fee based on the 9 weekday PM peak trips anticipated to be generated by the proposed project.Staff from the City's Plan Review Section have reviewed the TIA.The assessment of the Transportation Mitigation Fee is based on the additional daily trips anticipated from the proposed addition,not the weekday PM peak trips as specified in the applicant's TIA.Staff estimates the traffic mitigation fee at $9,000 (43.33 average daily trips from Phase I x $75 =$3,699.75 and 70.67 average daily tdps from Phase II x $75 =$5,300.25 for a total of $9,000) Construction truck hauling hours are limited to between 8:30 a.m.to :3:30 p.m.under the Development Guidelines Ordinance in order tO avoid conflicts with peak hour traffic.The Traffic Planning Section will review construction-related impacts prior to issuing final construction permits. PROVISION OF ADEQUATE LIGHT ANDAIR The proposed addition is designed appropriately to allow adequate light and air circulation to the buildings and the site.The design of the building will not result in excessive shading of the property.In addition,there is ample area surrounding thebuildingtoprovidefornormalairflow. The City of Renton Development Standards regulates exterior onsite lighting,including security lighting.Compliance with these regulations (RMC 4-4-075)ensures that all building lights are directed onto the building•or the ground and cannot trespass beyondthepropertylines.Staff does not anticipate that exterior lighting would impact:the surroundingbuildings and the adjacent uses provided code requirements are met.. MITIGATION OF NOISE,ODORS AND OTHER HARMFUL OR'UNHEALTHY CONDITIONS It is anticipated that the most significant noise,odor and other potentially harmful impacts would occur during the construction phase of the project.Theapplicant has submitted a Construction Mitigation Plan that provides measures to reduce construction impacts such as noise,control of dust,traffic controls,etc. The proposed development would not generate any harmful or unhealthy conditions. There would be noise impacts of increased traffic and activity that are normally associated with a church development. AVAILABILITY OF PUBLIC SERVICES AND FACILITIES TO ACCOMMODATE THE PROPOSED USE RentonBiblehexrpt CityofRenton P/B/F Deparbnent RENTON BIBLE CHURCH ADDITION @ ary Report to the Hearing Exarrdner LUA05-t62,CU-H,SA-H,V-H,ECF PUBLIC HEARING DATEMarch 7,2006 Page 12of13 (J) Fire Department,Police and Parks staff have indicated existing facilities are adequate to accommodate the subject proposal,subject to the applicant's payment of the necessary impact fees. The City's Environmental-Review Committee (ERC)required the applicant to pay a Fire Mitigation Fee in the amount of $0.52 per square foot of new commercial building area prior to the issuance of building permits.In addition,ERC also required the applicant to pay a Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project was requited by the City's.ERC prior t°the issuance of building permits. Water service and other utilities are available and would be extended and or relocated as necessary to the structures as required by City code.Staff has reviewed the conceptual civil plans.A 10-inch watermain is proposed to loop around the church building-as required byCity code.A 15-foot utility easement is required for a watermain,however a 10-foot utility easement is proposed along the northern property line due to the location of a portion of the proposed addition within tl feet of thenorth properb/line.A 1,5-foot utility easement for the watermaln will be required where feasible,however a lO-foot utility easement may be permitted at the location where the building is located fewer than 15 feet from the north property line. PREVENTION OF NEIGHBORHOOD DETERIORATIONAND BLIGHT The proposal would update and expand an existing church building andwould not result in neighborhood deterioration and blight. 7.CONSISTENCY WITH VARIANCE CRITERIA: The Administrator shall have authority to grant an administrative variance upon making a determination,in writing,that the conditions specified below have been found to exist• Section 4-9-250B.5.&lists 4 cdteria that the Administrator is asked to consider,along with all other relevant information,in making a decision on an Administrative Variance.application. These include the following: 1.That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property,including size,shape, topography,location or surroundings of the subjec property,and the strict application ofthe ZoningCode is found to deprive subject property owner of rights and privileges enjoyed by other property owners In the vicinity and under identical zone classification: The applicant is requesting a variance from the 30-fcot height limit for the proposed clearstory steeple.The applicant contends that the proposed steeple is important for the church's religious expression and that the church would suffer if the steeple-were required to comply with tl e height requirements of the,R-8 zone.The applicant also contends that typically height requirements do not apply to religious symbols and steeples. Staff concurs with.the applicant that if the variance were denied,the church's religious expression would be impacted negatively and that the church would incur a hardship. 2.That the granting of the variance will not be materially detrimeflta!to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situatE=d: The granting of the variance would not be materially detrimental to the public welfare.The applicant contends that the proposed clearstory steeple would be located towards Union Avenue NE as opposed to near abutting residential properties,In addition the proposed steeple would be screened by existing and proposed landscaping along Union Avenue NE. Staff does not anticipate any adverse impacts on adjacent properties as the steeple would be oriented towards Union Avenue NE and screened appropriately. RentonBlehexrpt •7¸ c Re.to.e,emwopa,.t.RENTON BIBLE CHURCH ADDITION .=:...."CU PUBLIC HEARING DA'TEMarch 7,2OD6='-.-:,':',=:,."=.:=,--'.i -:°......,="Page13of13 ii ,:"' :"3,:That approval shaU not constitutea grant of special privilege inconsistent witiithe-".... ..limion-uponusesofoth proptUe.s in the vicinRy and Zone in which the subject: "propeff3rissituated:....,.-::.....................•.... .ApproVal of;the variance would not beconsidered a gra of speoial iprivilege because ;the ; church:is'are!igious institution located within a-residential zone.It.is not uncommon for-a church to have a steeple and the granting of a height variance to permit:a steeple'is therefore not oonsidered a grant of special privilege.The remainder of-the church building and its : •pr additions would comply w!th the30-foot height limit permjtted in the R,8 zone.="',,* _:-..::;--.:/4;::Thi,Ste,approval as deermined;by ie Zoning ,Administrator is,a min!mum.i:i;:'/ .....,-:":,.tvariancethatwillaccomplishthedesiredpurpose:-:,-'-:-:--:::•,';i:::-.,,'. ]i ';']:].:::[-.:i -Theap;cant c6ntendSthat the p'[38-foot clearsto/steeple is theminimumii"-:']:i i.:I ;:,i : •i::':-:"::.7 ....,i:ii i"necessary for the church s religious expression.i :!::1:77,::,:::::"7-?:,:::/:_::--::.:-",/;/- /i::!i:':t i Staff recornme6dsapprcalofthe Conditiona!use.Permit,Sitepl,andvari for the Rer0h_',:.i;: '•"i:::...::i,-i.:-Bible Church Ied 973Union Avenue NE;Pr0jec{-File N¢.LCIA!62,.CU-H SA-H,.,v-H,i .::.:,.:: •-::::::.iECFsubjecttothefotlowing oonditions:.-"':...::tl..:;.::.:-:.:iit;::.;i..::,:"7::.--:.-;::.-:i-!:" •'::::::1 i-:The landscape plan shallbe revi:to remove:any,trees ofShrubs that Wld haw ro0ts thati::.:-i:': r ',-.",;/:•,.Can damage the proposed waterrnain ]ocatedonthenorth prope :line:÷Areyi]ardsCape-•;ii ;. '2.:A:ri :site plan shall be submitted with thebuilaing-:!t applioationproviding a " .....minimum:of 100 square feet for a reoyolable area and400 square feet fortherefuse area,-- "...."and proyidinga the required minimum 50 foot setbaol.for theYefuseand reoyolable areafrom :"....s0rrounding residentially zoned properties.•.....:-:::=:'-,":::=-..-: i•- ::-.--3.-:A screening detail for the refuse .:',permitapplicati0n. •7 :. L7 -,. RentonBlehexrpt , and recyclablearshal i besubmittedwithtile:building:.., ,\ 7 ,. ®IO311HOV i ]]3HOIIIN >lOlllVd 'C l- zr_ :4 Exhibit 2 iO311HO,v, TI3HOIIIAI )l:31llVd '£ .,o'-d.t Exhibit 3 IO=IlIHOLIVII3HC%IJIAI )lOl.llVd "£ 3 F-< _1d.IF- Exhibit 4 II •136-"1/I- "IP -1111."-I .10:111HOI:IV77=1H0111!HOlkllVci "P l \o\° Exhibit 5 4 o I i I rTq 7 ,Exhibit 6 ®IO311HOVll3HIIFOlJlVd "f" IJ0< n ! z< n 00 _I ' IZ Exhibit 7 II 'I -'Yl-ld ®I0311HOVII3HOJJV>tC)IIVd "r m o d.! <T" Z< _Jo_ 00-_1 ,IL H Exhibit 8 10311HOJVll3HOJJV1>tOllVd ,r <1- I Z _J 00.d ' o E / c,ji /i / ..........t................{4............¢ '"Exhibit 9 i "-4 iI I! :i !! 10311HOV 113HO]JN OllVd T --I :vn N! s -Exhibit 10 - City of Seattle Gregory J.Nickels,Mayor ®® Seattle Public Utilities Chuck Clarke,Director February 21,2006 DEVELOPMENT PLANNINGcrrYOFRENTON FEB 2 3 200B EC:E/TVED Jill K.Ding Development Services Division 1055 South Grady Way Renton,WA 98055 Notice of Application Renton Bible Church LUA05-162,CU-H,SA-H,V-H,ECF Dear Jill: Thank you for sending Seattle Public Utilities a copy of your Notice of Application for this project. Seattle Public Utilities operates a 36"inch Concrete Cylinder water transmission pipeline within Union Avenue in the vicinity of this project.This pipeline is one of our main water transmission lines which supplies water communities and in West King County. I have enclosed copies of our map book sheets showing the approximate location of the 36" pipeline.Ifthere is to be excavation,construction or operation ofheavy equipment performed in the area of our pipe,a "Consent"or "Permit"needs to be obtained from Seattle Public Utilities.Also,Seattle Public Utilities should be included in the pre-construction process, plan review and the actual construction. Information needed by S]?U o Three copies of scalable Plan,Section and Profile drawings that show the planned improvements in proximity to our pipe.These plans will be reviewed for comment by SPU Operations staff&engineers. o The planned start and finish dates. Seattle Municipal Tower,700 FiflhAvenue,Suite 4900,P.O.Box 34018,Seattle,WA 98124-4018 Tel:(206)684-5851,TTY/TDD:(206)223-7241,Fax:(206)684-4631,IntemetAddress:http://www.seattle.gov/util/ An equal employment opportunity,affirmative action employer.Accommodations for people with disabilities provided upon request. ®® Information you may need o Record plans of our facilities can be obtained from the City of Seattle Vault which is located at the 47th floor of the Seattle Municipal Tower,700 5th Ave.,Suite 4700, Seattle,98124.The phone number there is 206-684-5132. Any work in close proximity to our pipenine (including locating by pothoning) mus be supensed by SU.Call SPU's Lake Youngs Headquarters at 425-255- 2242 at Reast 48 hours in advance. 0 Pipe protection may be necessary if heavy equipment crosses the pipe.Typical temporary bridging would be timbersand steel plate. If anyone connected with this project should need additional information please contact me at 206-684-5969 or e-mail bob.gambill@seattle.gov. Sincerely,_ !Bob Gambill Sr.Real Property Agent Enclosure:Map book page 369 showing approximate location of the Union Avenue Supply Line.• ]'7 'i i .,....,.,. Co Ill m @CI. i w e-31i o f i /-'"" t- €#i ]amm O®-&10 NE IOTH ST '.\ @ Kn Con V Wastewater Treatment Division Environmental Planning -and Community Relations Department of Natural Resources and Parks KSC-NR-050S 201 South Jackson StreetSeattle,WA 98104-3855 @ DE"2LOPMENT ........ FEB 2 1!20116. February 16,2006 Jill K.Ding,Associate Planner Planning/Building/Public Works Dept. City of Renton 1055 South Grady Way Renton,WA 98055 RE:Renton Bible Church (LUA05-162,CU-H,SA-H,V-H,ECF) The King County Wastewater Treatment Division has reviewed the Determination of Non- Significance--Mitigated,dated February 2,2006,for the Renton Bible Church proposal at 973 .Union Avenue Northeast.King County requires that a capacity charge be applied to any project that constructs a new connection to the sewer system,any reconnection within five years of a disconnection,or any change in use or building remodel that includes an increase in plumbing fixtures.King County generally receives notice of new construction;however, some sewer districts and/or the cities that represent them have neglected to report changes in use and tenant improvements that involve an increase in plumbing fixtures. In an attempt to remedy this problem,we are sending this reminder to you in response to the Determination of Non-Significance-Mitigated.We ask that you forward this reminder to the sewer district or city department responsible for Sewer Use Certification forms: Please be sure that a Non-Residential Sewer Use Certification form for the above project is completed and sent to the King County Capacity Charge Prc-m-r.in a timel7 manner.The form should be sent to Euniee Verstegen,Capacity Charge Program, KSC-NR-0502,at the address above.Ifyou need additional forms or have questions about the program,please call Eunice at (206)684-1740. Thank you for the opportunity to review and comment on this proposal. Sincerely, Barbara Questad O'-- Environmental Planner -..'_? cc:Eunice Verstegen,Capacity Charge Program ENVIRONMENTAL DETERMINATION &PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAl_ACTION PROJECT NAME:Renton Bible ChurchAddition PROJECT NUMBER:LUA05-162.CU-H,SA-H,V-H,ECFLOCATION:973 Union Avenue NEDESCRIPTION:The applicant is requesUng Hearing E.xaminet Site Plan Approval,Hearing ExaminerCorlditiormlUsePermitApproval,Hearing Examiner Variance Approval,and Environmental ($EPA)ReviewfortheconstrucUonofa14,797 square foot addition to an existing church stzucture.The subject site consists oftwoparcels,which total ISl,0SS squ=mfeet in area Io¢4ted within the Residential-8 (R4)dwelling unit per acrezoningdesignation.Access is proposed tothe site viaa30-footwide driveway accessoffofUnion AvenueNE. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMrn-EE (ERC)HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental detemtlnatiofl must be filed in wnUng on or bofom 5:00 PM on Februmy ZO,Z00G. Appeofs must be filed in wt,ing togetherwith the required $75.00 application fee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA [18055,Appeals to the Examiner are governed by City of Rentml Municipal Code Section 4-8-110.Bo Additional infmmabon regarding the appeal pcocess may be obtained from theRentonCityClerk's Otllce,(425)430.G510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULARMEETINGINTHECOUNCILCHAMBERSONTHE7THFLOOROFCITYHALL,t055 SOUTH GRADYWAY,RENTON,WASHINGTON,ON MARCH 7,2006 AT 9:00 AM TO CONSIDER THECONDITIONALUSEPERMIT,SITE PLAN,AND VARIANCE REQUEST.IF THE ENVIRONMENTALDETERMINATIONISAPPEALED,THE APPEAL WILL BE HEARD AS PART OF THIS PUBLICHEARING. FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT (425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION ¢ CERTIFICATION I,,hereby cert,ry that cop,es of the---..".--,,-,<--.-X -'.were posted by me in conspicuous places or nearby the described piL:pfi$"on :-'..% DATE:Z/(9(.SIGNED:'(,:,:./:',,,",,,'-o..:; '.:-'Z:""m-9 O -":¢-"ATIEST:Subscribed and sworn before me,a Notary Public,in and for the State of Washington restqttm .....:...-:e#. .J NOTARY PUBLIC SIGNATURE: @ @ COTY OF RIENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 2n day of February,2006,I deposited in the mails of the United States,a sealed envelope containing ERC Determination documents.This information was sent to: Name Representing Agencies See Attached Patrick Paul,J.Patrick Mitchell &Associates :Contact Renton Bible Church -Owner = (Signature of Sender):,. STATE OF WASHINGJTON )d )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and ,-U h.ci an/"!'.."!............... purposes mentioned in the instrument. Dated:2/3/o Notary (Print): My appointment expires: :Project Name:Renton Bible Church Addition Project Number:LUA05-162,CU-H,SA-H,V-H,ECF template -affidavit of service by mailing ®@ AGENCY (DOE)LETTER MAHLRNG (ERC DETERMINATIONS) Dept.of Ecology * Environmental Review Section PO Box 47703 Olympia,WA 98504-7703 WSDOT Northwest Region * Attn:Ramin Pazooki King Area Dev.Sew.,MS-240 PO Box 330310 Seattle,WA 98t33-9710 US Army Corp.of Engineers * Seattle District Office Attn:SEPA Reviewer PO Box C-3755 Seattle,WA 98124 Jamey Taylor * Depart.of Natural Resources PO Box 47015 Olympia,WA 98504-7015 KC Dev.&Environmental Serv. Attn:SEPA Section 900 Oakesdale Ave.SW Renton,WA 98055-1219 Metro TransitSeniorEnvironmental Planner Gary Kdedt 201 South Jackson Street KSC-TR-0431 Seattle,WA 98104-3856 Seattle Public Utilities Real Estate Services Title Examiner 700 Fifth Avenue,Suite 4900 PO Box 34018 Seattle,WA 98124-4018 WDFW -Stewart Reinbold * c/o Department of Ecology3190160thAveSE Bellevue,WA 98008 Duwamish Tribal Office * 4717 W Marginal Way SW Seattle,WA 98106-1514 KC Wastewater Treatment Division * Environmental Planning Supervisor Ms Shirley Marroquin 201 S.Jackson ST,MS KSC-NR-050Seattle,WA 98104-3855 City of Newcastle Attn:Mr.Micheal E.Nicholson Director of Community Development13020SE72ndPlace Newcastle,WA 98059 Puget Sound Energy Municipal Liason Manager Joe Jainga PO Box 90868,MS:XRD-01W Bellevue,WA 98009-0868 Muckleshoot Indian Tribe Fisheries Dept.* Attn:Karen Walter or SEPA Reviewer 39015-172nd Avenue SE Auburn,WA 98092 Muckleshoot Cultural Resources Program * Attn:Ms Melissa Calvert39015172ndAvenueSE Auburn,WA 98092-9763 Office of Archaeology &Historic Preservation* Attn:Stephanie KramerPOBox48343 Olympia,WA 98504-8343 City of Kent Attn:Mr.Fred Satterstrom,:AICP Acting Community Dev.Director220FourthAvenueSouth Kent,WA 98032-5895 City of Tukwila Steve Lancaster,Responsible Official 6300 Southcenter Blvd. Tukwila,WA 98188 Note:If the Notice of Application states that it is an "Optional DNS",the marked agencies and cities will need to be sent a copy of the checklist,PMT's,and the notice of application.* Also note,do not mail Jamey Taylor any of the notices she gets hers from the web.Only send her the ERC Determination paperwork. template -affidavit of service by mailing ENVnRON ENTAL DETERMDNATnON &PUBLgC HIEARDNG ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME:Renton Bible Church Addition PROJECT NUMBER:LUA05-162,CU-H,SA-H,V-H,ECF LOCATION:973 Union Avenue NE DESCRIPTION:I The applicant is requesting Hearing Examiner Site Plan Approval,Hearing Examiner Conditional Use Permit Approval,Hearing Examiner Variance Approval,and Environmental (SEPA)Review for the construction of a 14,797 square foot addition to an existing church structure.The subject site consists of two parcels,which total 81,099 square feet in area located within the Residential-8 (R-8)dwelling unit per acre zoning designation.Access is proposed to the site via a 30-foot wide driveway access off of Union Avenue NE. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC)HAS DETERMINED THATTHEPROPOSEDACTIONDOESNOTHAVEASIGNIFICANTADVERSEIMPACTONTHE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on February 20,2006. Appeals must he filed in writing together with the required $75.00 application fee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055.Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B.Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430-6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL,1055 SOUTH GRADYWAY,RENTON,WASHINGTON,ON MARCH 7,2006 AT 9:00 AM TO-CONSIDER THECONDITIONALUSEPERMIT,SITE PLAN,AND VARIANCE REQUEST.IF-THE ENVIRONMENTALDETERMINATIONISAPPEALED,THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. Y FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT (425)430-7200.DO NOT REiiOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION ..'February2,2006. Patdck Paul•: J.Patdck Mitchell &Associates-" 12620 120th A/enue NE ste:#208 Ki.rkland,WA 98034 .-.. SUBJECT:," ._•-..-•.. •P!anng/Building/PublicWorks Department:i Gr.ZimmernnP.E.,AdEtratOr ' Rent°n •Bible Church,Addition LUA05-.162,CU-H,SASH,V-H,ECF :.-•.:DearMr.Paul:',-.:" .'... ~ •.,.- •!..'. •t t . •-.,,:..: •.:•: _.:".:. ""This letter ;is written,on behalf of the Environmental Review.Ci)mmittee (ERC)to advise you that it.fiey have completed their review-of the subjectp.ioject,and have issued a threshold DEtermination 0f.Non-..;.. Significance-Mitigated •with Mitigation Measures'.Please,refer t0the enclosed ERC Report and Decision,.--..- Section C.for a list of.the Mitigation Measures:"•.-::.i-,-:,'.. ....'-."'",.'.,,:...."--:7..,".--""""';"""":i:•,"''•':'' Appeals 0fi the .environmental-determination must .be .fiJed .in writing,ori,or.before 5:00•Pa On:i'".. "Febiuary!20,2008,•ARseals must be filed•in.,writing together with the -required•$7500 application feetWithalHeadng.Exam!net,:City 0fRent_0n.:,1055 .Soluth Grady:wayi-Renton,WA 9805&Appeals:to th.61 :°i..";:: Examiner-are .govemed byCi6z0.f Renton MuniciPal ::Code Secti.on 4,110.B:.Additional informatiOn _".•regarding:theappeal process::ma;beobtain:edifi;bm the:Rentoh City ClerksOffiSe;(425)430,6510.-:::•..-, ,A .Public-Hearing will•be..held:by tiie RentOn Headg aminer in-.the .COUncil ;Chambers on:the'.:-..-• seventh flb6t'of City Hall,i0515.s0Uth Gi:ady way,Rrit0:n,Washington,-0n March 7,2006 at 900i :i,.. AMt0 consider the condit0nl:Use ;Permit,Site-Pla01 and.Variance request.]:-The applicanf or;-.-.. representative(s)of the,appl!ca.nt!;is:required .tobe present-at!the public hearing.Acopy-of the staff report:.:.:,i..: will•bemailed .to you one week before..the hearing,lfthe..Envir°nmentaiDetermination....,.-,,is ap)eaied;..the".,-::,.: appeal will beheard as part of this public hearing;i.:.:i i 'i.:"::....."":"': The preceding information-.wili assi'st you in planning:foLim,p!ementa{ion ofyour project and:enab!e you t0 ?.:/'.::. .eXercise,Your appeal rights"nio[e •fully,if you Ch6oseiI0 "do so,"If-you have anylquestions or desire :ii;:.iii. •cladficationof the above.please-,cail me at (425)4'30:72191.-."::'"::":--:"•]"'"":i;;,,;.."- .Fort!eEnv'r6nmentalReview..€01.mmittee,.i!.:.-".:-,i !:.,.:-.:.::i:'_.i ii . :cc:Renton Bible Church/Owner(s).....-.-.-.'.,,:_.',',•...•.._."._....-_..,j ..f "'.-.."? --,":,",.-"""""" €Ios '":';En ure.....-"'" ......--""•""""'"":"""i '':' 1055 South Grady Way -Renton,.Washington 98055 •,.-..-..•@ ":"•.•ThispapercontainS50%'recmatEaJ,30%postconsume ...AHE./D OF'THE.CURVE,... '""Kath Kcolkcr Ma or """:.:-.CreZi.aerman.P.E,,Administrator --_" "":.'February2,2006:"i............"'".:" ..--.],.r ....:"'.•:'...."."".. Washington State -:-...... •"i---Department of Ecology --....-- ,.'•Environmental ReviewSection ..-.:""?-.•- -,PO Box 47703 "-.---..."-".._1 :•,Olympia;WA 98504'7703 ••--."-- ....•Subject:Environmental Determinations ". •Trinsmitted herewith.!iS a copy Of the EnvirOnmental Determination f6r the following project reviewed by •,, -1.the Environmental Review°Committee (ERC)on January.31,•2006:- ;-:"'-DETERMINATION•OF i..,....-.;...NON-SIGNIFICANCE-MITIGATED -:.... ,":PROJECT NAME:.:,Renton Bible.Church •--•... •......PROJECT NUMBER:-JLUA05'J62,CU-H,SA-H,v-H,ECF....--..,"-": -..LOCATION:°•'--973 Union'-Avenue NE -"::.".:........ ''':.i .•DESCRIPTION:..,-.The applicantiS requesting-Hearing.Examiner-Site Plan Approval,."•:. •'"•'.He=irjng Egamjnerl Conditional?"Use :-Permit Approval;.Hearing :,.: ':i -;,Examiher variance Approval andEnvironmentai.:(SEPA)-Review."...." :..forthe.construction 0f a,-i4,797,s•quarefootaddition to.an existing.-:.:.-•-."!--"......"'-chuch:structure.The;subject!site-consists of o parcels,which -':" ..-•....tota181:,099square feet!in.trea Iocatediwithin.theResidential:8(R-....'•.".8)dwelling:UnEper acrezoning designation..AcCess is proposed ......-':" ....'""'.to the,site"via,a 30-fo0t;wide driveway access off of Union Avenue..:i-:-"•'-NE.-t,..."......,.".......... ..;-,...,.t ,.,,..,.::""Appeals-oL.the environmenta[.determinati0n must.befiled'in:;.writing on or before 5:00 PtVi on ' -:i.February.20,20•06.Appeals:most:be .filed in Writing.together with:-e required $75:00 ;applicatiOn fee :: '-:''"with:HeaPing :Examiner,City of Renton;--1055 South GmdyWay(Renton,WA'98055.Appeals to the : ..Examiner ate governed by City--of:Rentbn Municipal Code•Section4-8-110.B:Additional information . .:::.regarding theappeal process may,bebbtainedfrom the RentoffCi:Clerk's Office,(425)430-6510.•"-'-" •(42 ""'.;-::,Ifyou have qOestions please.;ca!limeat 5):430-7219:•" ""'""-":-."--"'."".-"""\i.":;',"'- ....,,-..:,"., -":.-For the Environmental Review Committee,"......:.--,".• •.,_, cc:Kingcounty Wastewater Treatment Division -'"-.),::i " •""WDF.W,.Stewar!Reinbold ..-..-•"""""-DavidE..Dietzman,Departmeht of Natural Resources ......:-. ••i'.T '"WSDOT,Northwest-Region .•--.....DuWamish Tribal Office"•'•:...-;-".:"Karen Walter,FisherieS,Muckleshoot:indian Tribe(Ordinance "" "i'....."Melissa-Calvert,MOckleshootCultural ResourcesPr0gram ""i."'"":':': •'.US Army Corp.of Engineers ..........;stephanie Kramer,Office oFArchaeoiogy &HistodcPreservation .i_ '"Encl0sure..:,.".;.:-"."---.,.":-'''''""E-T.:IR.ENTON"'i-'I "1055 South'Grady Way-Renton,Washihgton 98055 " .....'._T'h..,n,ez,ra-in-.:r,no,€.,e,a'./m=n,a=,'*,n*/.,,-',..,,-.==-,.-a AHEAi)OF THE CURVE CFFY OF RENTON ® DETIERMnNAT ON OF NON=SJGNKFUCANCE (MITBGATED) APPLICATION NO(S):LUA05-162,CU-H,SA-H,V-H,ECF APPLICANT:Renton Bible Church PROJECT NAME:Renton Bible Church Addition DESCRIPTION OF PROPOSAL:The applicant is requesting Hearing Examiner Site Plan Approval, Hearing Examiner Conditional Use Permit Approval,Hearing Examiner Variance Approval,and Environmental (SEPA)Review for the construction of a 14,797 square foot addition to an existing church structure.The subject site consists of two parcels,which total 81,099 square feet in area located within the Residential-8 (R-8)dwelling unit per acre zoning designation.Access is proposed to the site via a 30-foot wide driveway access off of Union Avenue NE. LOCATION OF PROPOSAL:973 Union Avenue NE LEAD AGENCY:The City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment.An Environmental Impact Statement (EIS)is not required under RCW 43.21C.030(2)(c)o Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6Renton Municipal Code.These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on February 20,2006. Appeals must be filed in writing together with the required $75.00 application fee with:Hearing Examiner,City of Renton, 1055 South Grady Way,Renton,WA 98055.Appeals to the Examiner are governed by City of Renton Municipal Code Section •4-8-110.B.Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430-6510. PUBLICATION DATE:February 6,2006 DATE OF DECISION:January 31,2006 SIGNATURES: boreg Zj/nernh Alnistrat'or Planning/Builg;lg/Public Works Community Services D'afe / j __ Lee Wheelg,Fire Chief Date ' Fire Department Alex P[etsch,Administrator Dae EDNSP ..•.....•.• _.•..."-",-".-._ '•i.i ??i ".,.- •:.:;-:.-•-DETIE:RMIINATI]0N oF.NOM $gGNnFIIC ,NCtE- :IITIIGATED:--"'.-.- ""i i ".':.-i-:APPEICATION:N0(S)i ':."..,"::'.LUA05-162,"CU;HI SA-H,V,H,ECF '.'-"::.:;.:;i ':i -....'-.:- •..:APPLICANTi -':.'"--;-Rent0hBibleClurch i -'--"-.----,.-.,.---'...:--...•..,..... "•'.::il :PROJECT"NME...........'';:""'""....:Renton:••-Bible.Church:,dditi0n.''::';"';::"•:'"i.:i•;:.'.."•i:';.:'i-:.•.... •.-..'........."-..;:."...,.•...-....;.......:.:. ",:."'",.,'""DEscRiP.'TION!0FPIOOSAL!"":.The applint.;.is,.requesting .Headng Eximii:er::site -Plah ."Approvali::.-'..- ..-.,':-.--Headng Eaminer.,C0nd,iti()nal":Use Permit App'oval,:Hearihg Examiner.Vadance Apiroval,'and;Envirbnrenta!;...." •..-:!.-:-.(SEPA)Review f0the riStruction of a,.14,79:square-foot additi0nt()an existing,€lurch structure;:They.subject',.. :.":.':;-::'.'siteconsists0fltw0;ParCels;which,total .81,099 ;square feetinarea located Within theResidentiaiL8'.(R-8)dwelling..,...i- ---:..--.,unit per acre Zoning designation;Access is proposedto thesite viaa 30:f0ot wide:driveway access off ofunion :" :.-.:'-.:-.;:"..-LOCATION.OFPROPOS.AL::.-973.uion Avehue.N"..."':.:-;:i-,::I:-`.::",-'-.';::::: "--'.."•,-.::-"i.i .•-::".;:;!.-.-i ::.....-...;,:S;-::'::,:,.;.-:;.'-'----i:•i•..:.i!.'i::::.....-;.-;.:-.-•...>... •:-.:.;I_EAD AGENCY....-•:',.;he.Cttyef.Re ton ..:;,>,•-...-:-,••:-...-;.,..,'....,.,.i ,-i-'"...i:-:!..;".:i."'::"-.'".;..,";:.iea"rtmht 0fPlannilggii/ding/Public :Works :..-i'.:::.-"""::. .;;--.•...',-.'---,.•::..',;."-i :::i;I:::;DeVe!QP...m•en.til.anni'g S:cU •_:..:.:.::;;•:.•;:-.-,•,.-;...:.:-", -d,-The,pr0Ject.wdl be required,to cemplywth the.,Deam.e.nii:of;i:E,co!ogy Stormwater Management Manual for?erosion ...•,-:'.and.sedimentat{oh:conlcr01;:•-:.!-'-•.":.:-"i •:•.i.•"iii ':iii.-:-':'"-••-:;-":;:,--:::•"•.."--!-:•:i "-":•-.i"-:•. ....,.""..-•.•.."",'.-.,'...";.:.-;,'-:,-';>')..-.-'..r':'-".".i.!."-.-:."•",,";.":"•-.:"":.,-.-,,.•:,•'..:,.,.2,:-.-:.he,project wll be;:requ=red to.comply-wth.th2g::KL.ngG6enty .SUa .ce!Water Desgq-.Manual .for surface water....-,i -':•-.'management!.•-i :.•::-.:ii i••.'.:-.:i'.:.:.;".I!-:L•!;i "";i:...?o.•.:......:i.:."ii..':.i ''.,:.:'':i:.'i •,-i ".:::-"-:..-. :..'."3:-The applicant shall ,pay,the:app6priate :Triffi¢MitigatienEeeased gn.$7500.er tew aYe(ageidaily.tdp attributed to--...- •........the project pnor:t0 the.ssuance oEbui!dmglermtts._-....'j...;...:.c.,'.,-,,:i?."...,-.:.',.-.:-.,":."'.,.-- ";--!4.'..-:T:be..applicant.shaii.ay tle.approp-riatei!lirM'iigation Fee;,basedbn;ia'ra';bf,$0.52.per sl;uaieif0eti::0 new'-for-.eah ;.:.: ••.i:."..:.-.;.dwellinguhit-piort0 e:iSsuance0f-EJldiiPei:mit"';:•i '!""i:.•':,'!i";.•i ",.,...-':...;i•-:.•.:::•:.::•:.:::..i :":•••-,•..:.". ..i ••:',"::.•,,•,.-i •.:.................:.-i ..-',-i"-,:,"'" •.•,•...'.,..,..,,"...:.....".-..::,•....,.....-:',.:.-...•-."-.-,. "..:-.ERCMitigati0nMeasJres';".:"•,".',..."-."•..."::"'-:':;-"":Page 1 of.i --.i Plan Review: Plan Review -WATER ...' -1.A fire sprinkler system is required.by the Eire Department.A separate.utility permit and separate plans will be required .. for the installation the double detector check valve assemblies for fire sprinkler Systems.All devices installed shall-be per the latest Department of .Health.Approv.ed List"of Backflow .Prevention Devices.Location .of device shall be :-shown on the civil plans and .shall Show note:"Separate plans and utility permit for DDCVA installation for Fire: Sprinkler System will be required".DDCVA installations outside the building shall-be .in accordance with the C!ty Of -Renton Standards..-•.:,',..*.. For DDCVA installations proposed to-be installed inside the building,applicant shall submit a copy.of the mechanical plan Showing the location and installr=ition of.the backflow assembly insidethe;mecllanical room.Installation-shall be iin accordance with the-City of Renton's requirements.DDCVA shall•be installed immediately.ifter the pipe has passed through the building floor slab.Instal!ation of devices shall be-in the horizontal position,only.:A Separate utiiity permit and Separate plans will •be required:for the installation of the double detector check valve aSsembly for the fire ",sprinkler system,if backflow device :is to beinstalled inside the building. 2.Extension of a looped 10-inch water main and-installation of new hydrants on sitearound the building is.required:It .has been shown On the plans.:."............" 3,water System Development Charges (SDC)forc0mmercialsites.aeassessed at a rate :of $0.273 x the square footage,of the site.-This is payable at thetiffti.'i;the:utility,per[fisissued.A !redevelopment cr.edit will be givenfor -existing water service to the site..'..:'/'?.':...+*;:"....%..' .4..PreJ,..inarym,fir..,e flow requ:r_m_n.,,,=,=','_,,000 gpm.,ip,."n,icat,.lLn.,e;,,,o t,,r.,hd=,,ts,o'to se,"'e th;ss,tei,0,',e'hydrant musi•""be,within 150 feet from the structurnd twoiadditional shall be 10cat'(I withi,3oo feet of the structure..' •.-..:.:.,/....•..,-...:".....•..•.5.Existing hydrants to be counted as:fire,ipotechon,wdli,be;requlred to be retrofitted wath a 5-inch:quick disconnect Stor-z -....fitting d.not already in p ace.,.....i ....!;..-.:i o ,---....,..... 6."If new •building exceeds thirty feet in.height,;b-afl6.dvice!,ill be 'i'equiredto be instailed on the domestic water : ,.",.'meter.•i ',i,."::''',;:i,:i""..i;"!":.-.'i :." •7.Landscape r,gation systems wii!,require a the iFigation and approved-backfiow device".."requiredto be installed.A;plumbig perrnit.willlse:r:Lired.:":""/:"i '":"'"" ..Plan Review -SANITAR¥SEWER ...:.-:..,,.....:':.i .:-•.,:".."-.m •.,..:;,:,'*-..-....:.,',...........•...":...:,•,"....,.,..,...•",,.,7 .,.-....:-1.There-is.an existing side sewer servigi;tl building.Theexistlhg.sile:iWer will needtobe relocated:as.the new ".;addition is shown to be in the same 10cai'iSno¢thelsibsewer ........i.:S ."...... ."2..ff food preparation facilities are proposed,agse,trap:oi"gease interceptor will be required to be•inStalled,A ,"separate plumbing peimitwill berequired..'*..'.".-..,...' .3.-.Sewer System Development.Charges-(SDG):.for .commercial sites .are :assessed at a rate of $0.142 X :the square. •'"footage of the site.A redevelopment creditwill be given for existing water:service to the site.••- "Plan.Review,SURFACE WATER ;1.surface Water System Development charg,es($DC)for commercial sites are assessed at a ri[e of $0:265 Xthe new impervious surface area.This is payab!e at thetime the utility,permit is issued..- -."2.Applicant will be required to submit Separate structural plans,for review and approval under a building permit for,,......•proposed detention Vault.Special inspection from the buildingdepartment is required. 3.A.temporary erosion control plan will be require.d,and shall be installed andimaintained to the satisfaction •of the ....repl'esentative of the Development Services Division for the duration of the project.The first order:Of bLisiness.shall be .."installation of a silt fence along,the perimeter of the.sitethat isto be disturbed:The siltfence shall be in iSlacebefoi'e '*ciearing and grading is initiated.This wil be requ red dur ng the constructionof'both off,site and on-site!impr0vements as well as building construction...:: '.4:T'he Site is located in Aquifer P:otection Zone 2 and may be subject to additional requirements per.city code. .C0nstr.ucted secondarycontainment may bei;equiredif/nore than.20 gallons of-regulated hazardQUs rfiaterials wilt:be ..'presentat the new facility (RMC 4-3-050H2d(i)).Certain USeS require operating.permits (RMC4-9-015):A fill.SourCe ..,.",statement (RMC 4-4-060L4)isrequired if more than 1100 Cubic yai:ds of fill materialwillbe imported to:the project Site i .:''Construction Activity•Standards (RMC 4-4-*030C7)'Shall be followed if during constructibn,;m0r.e .than.20 gallons of .,.ERCAdvisoryNotes """","•""''""'....."."Page2of3. •-- i ::::@:::-;:i i ':i i::....;:•:•,-i;:"•.."/•---....';:/i,=,/.•-.....•:ii -•./'••:-:-::,,i;.•/:i •:i•;"i :•.:•:'.:/:i :•i •:•-ii•••i/.:•iii!•;•i.,.;•:!.-:•-hazardous matedalsWill befst0'red oh.site or vehicles Wil!.be f(.e.,led,on site.i_Surface water Management,.Sndads-" •.io:."(RMC4-6-03(JE2 and.3Biafijters,St0rmwater c61nveyance.:-iafid water/.quality;Ponds-may 'recluir.e a;gmin-dwa{erl -- .:.i,:--./::;protection.liner..lmperviousiurfaces shallbe pro.videdf0 areassubject"t0:ehicula Use:0r Storage-ofch'e-rfiicaJs.::i ;..:;,i. .:::i,llan:Review TRANSPORThIN -._"-..":i:..::.":.;!"i."..[:;:.:--:'::..::".".-::."i"'"..::-,::-:::-" i :"i.1 ---iLialf street:improvemedts:indUding ,Uut:not limited to payirlg,Sidewalks,Urb_gUffer;stomi drain£Street igns;;Snd:;.. :=.stre tiight ng frontage not'Iredy:plce::.:;.:.,.:!):-,:.::--",-.:::..,.,..-,-..........-e s.alo .the::in:union.are:requiredif ;a in . .....,::,i ,il Wire .iutiiitie:shall-be "instajled unde/gr0Und-per the City.0f,:Renton !Uhdergrounding.OrdinanCe::ii !theb:.i-0r.mom.;: .i..poies-';are r.equired i"to ie mved,,:by the developmeht/design,.-aJl;'ieXisting-6/e'rhed.utilities:ghail..be:::placed .:" .-.:.:unde:i-g0und./'..:i;-.::.:':i::.:,Li..:."':--:_::i-,i '-:,-:-",:.::."-:",-f':-ill i.:.,.' :"Plan Review -GENERAL "...:":-":":--:!."'.''i-:i:.":.i.:!..-L.---.-.'i...i--i "..,,-...}:;.:i-::::;',.' :.'.'.:!!!i-i"';AIJ"required Utifity,d;ainage,and:strett imp/ovements .will•requi:resepara[e;pln-submiffa!s)prepared according-tol;ity:-.i .'-,":":-,6f RentiSndraftingstandardsby i.licensed-civiJ Engineer:/i ..,?::::-.".i::,.,.i:i.-:..:::/."?-:;:::.-:.:."...... ......2,.,All civil engineedng plans shall be tied .into a minimum oil twO,of the.City ofRenton Cirrefit Hodzontal and'Vertical -,: •.-.:-,;....-:".,:........,,,,.,.•,".::.., .::.i 3.",sepa:ratepermits anl fees:f0r watermeter;landsc_pe irrigati0 meter;and-anybackflow devices willUe.:equited.",,i-; ;i-:',4..Applicant shall-Ie,responsibJe fdlrseeuingall n¢essiOeemnts:forUiilities,i-i .:.!/.::i,..i ::i?:;:..i-:.;-.:.-.i../.. -../5..i Nl:idew r0ckeries.or;retainig walls to be:oScted!tgati"are grea{i':Nan 4 .feetlinheight wiil.be.require a.S.epiaie-:-" -:.i:':6uildihgpermit.Propei:drairtagheasui:esam equirel'..-/i.::-:,'?";::.:-:::!-.i:";'-;.:_i ':;::/:.;:'.'::;.;i -:"- -."-..",'.',...'i"',..'E",""."'7 .....,"!5--,.'.","....."•....-':."."-.:.,'.-:•",' .•"..;.2:,.-. :,:.'..':..-:-"-'...-...._..... •---•"5")•','J"'"''""•-'" "'"Page"3 o 3.,... ".•.•.o, Gregg Zimmerman,Planning/Building/Public Works Administrator Dennis Culp,Community Services Administrator Lee Wheeler,Fire Chief Alex Pietsch,EDNSP Administrator From:Jennifer Henning,Development Planning Agenda listed below. Rainier Ave Mixed=Use South Parking Lot (Weaver) LUA04-093,SAoA,ECF/LUA05-t33,V-H The applicant is requesting Environmental (SEPA)Review and Administrative Site Plan review for the construction of 27 parking spaces within a surface lot associated with the adjacent Chang's Mongolian Grill restaurant.The proposal includes portions of two large parcels containing Category 2 and 3 wetlands.The Category 3 wetland would be filled to accommodate the parking lot,with wetland compensation proposed off-site that would include wetland creation, enhancement and buffer averaging.The subject project includes portions of two parcels (to be referred to as the South Parcel and the North Parcel).The applicant is proposing to construct a 27 stall surface parking lot with access ddve, pedestrian connection and storm water management facilities.The proposal also involves the removal of noxious weeds; piping of an existing drainage ditch;installing a retaining wall;utility improvements;and a parking modification. Proposed development on the South Parcel includes:filling of a Category 3 wetland on-site;off-site wetland compensation to a Category 2 wetland;piping of an existing watercourse;and installation of a retaining wall. Development on the North Parcel,which is not contiguous to the South Parcel,would include:wetland enhancement and creation;removal of uncontrolled fill;construction of an ecology block wall;and wetland buffer averaging. Renton Bible Church Addition (DinM LUA05-162,CU=H,SA-H,ECF The applicant is requesting Headng Examiner Site Plan Approval,Hearing Examiner Conditional Use Permit Approval,Hearing Examiner Variance Approval,and Environmental (SEPA)Review for the construction of a 14,797 square foot addition to an existing church structure.The subject site consists of two parcels,which total 81,099 square feet in area located within the Residential-8 (R-8)dwelling unit per acre zoning designation.Access is proposed to the site via a 30-foot wide driveway access off of Union Avenue NE. CC"K.Keolker,MayorJ.Covington,Chief Administrative OfficerB.Wolters,EDNSP Director ®J.Gray,Fire PreventionN.Watts,P/B/PW Development Services Director ®F.Kaufman,Hearing ExaminerS.Engler,Fire Prevention ® J.Medzegian,CouncilP.Hahn,P/BIPW Transportation Systems DirectorR.Lind,Economic DevelopmentL.Warren,City Attorney ® ®@ STAFF REPORT Cij of Renton Department of Planning /Building /Public Works ENVIRONMENTAL REVIEW COMMITTEE A.BACKGROUND ERC MEETING DATE: Project Name: Project Number: Owner/Applicant: Contact: Project Manager'.:i Project Description: Project Location: Exist.Bldg.Area gsf: January 31,2006 Renton Bible Church Addition LUA 05-162,CU-H,SA-H,V-H ECF Renton Bible Church PO Box 2580 Renton,WA 98056 Patrick Paul J.Patrick Mitchell &Associates 12620 120 Avenue NE Suite 208 Kirkland,WA 98034 Jill K Ding,Associate Planner Examiner Site Plan Approval,The applicant is requesting Hearing Hearing Examiner Conditional Use Permit Approval,Hearing Examiner Variance Approval,and Environmental (SEPA)Review for the construction of a 14,797 square foot addition to an existing church structure.The subject site consists of two parcels,which total 81,099 square feet in area located within the Residential-8 (R-8)dwelling unit per acre zoning designation.Access is proposed to the site via a 30- foot wide driveway access off of Union Avenue NE. 973 Union Avenue NE 6,409 sq.ft.Site Area:1.86-acres (81,099 square feet) Project Location Map ercrpt_05-162 RentonBibleChurch City ofRenton P/B/PW DepartmentRentonBibleChurchAddition Environl Review Committee Staff Report -05-162,CU-H,SA-H,V-H,ECF REPORT AND DECISION OF January 31,2006 Page 2 of 2 B.RECOMMENDATION C. Based on analysis of probable impacts from the proposal,staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF NON-SIGNIFICANCE Issue DNS with 14 day Appeal Period.XX DETERMINATION OF NON -SIGNIFICANCE -MITIGATED. Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. MITIGATION MEASURES . . . . The project will be required to comply with the Department of Ecology Stormwater Management Manual for erosion and sedimentation control. The project will be required to comply with the 2005 King County Surface Water Design Manual for surface water management. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per new average daily trip attributed to the project prior to the issuance of building permits. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new for each dwelling unit prior to the issuance of building permits. D.ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C.240,the following project environmental rewew addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1.Earth Impacts:The subject site is relatively flat with an approximate slope of 2.5%from west to east.A 4-6 foot high bank exists along the western property line of the subject site.The site is currently improved with an existing 7,329 square foot church and detached associated outbuildings and is vegetated with a lawn,ornamental landscaping,and a total of 33 trees (17 deciduous and 16 conifer),The proposed addition would expand the existing footprint of the church to the east and to the west.The estimated percentage of impervious surfaces after project construction is 75%. The proposal is to construct the church addition in two phases.The first phase would include the expansion of the existing parking lot to a total of 102 spaces and the construction of 6,083 square feet to the first floor of the church.The second phase would include a two-stow addition totaling 8,714 square feet in area.The proposed development would also provide required landscaping. Due to the potential for erosion and sedimentation problems resulting from the dirt work required for the construction of the proposed townhomes,the staff recommends a mitigation measure requiring the applicant to comply with the Department of Ecology's Stormwater Management Manual for erosion and sedimentation control. ercrpt_05-162 RentonBibleChurch.doc City of Renton P/B/PW DepartmentRentonBibleChurchAddition Environl Review Committee Staff Report -05-162,CU-H,V-H,SA-H,ECF REPORTAND DECISION OFJanuary31,2006 Page 3 of 3 Miti.qation Measures: 1.The project shall be required to comply with the Department Management Manual for erosion and sedimentation control. of Ecology's Stormwater Policy Nexus:SEPA Environmental Regulations;DOE Stormwater Management Manual 2.Air and Noise Impacts:During project construction,on-site emissions will consist of fugitive dust and emissions from construction equipment.These impacts are anticipated to be minor and largely confined near the site. Vehicular emissions are regulated by the State of Washington and Puget Sound Clean Air Agency. Therefore staff does not recommend any additional measures. r Short-term noise from construction equipment would occur between 7:00 AM and 5:00 PM.The equipment and construction of this project will be required to meet federal,state,and local emissions and noise requirements;therefore no further mitigation is recommended. Miti.qation Measures:No further mitigation is recommended. Policy Nexus:N/A 3.Water -Stormwater Impacts:A Technical Information Report prepared by Baseline Engineering,Inc.dated October 21,2005 was submitted with the project application.According to the report the existing surface water runoff from the existing church flows to the east and into the Union Avenue NE stormwater conveyance system.The paved driveway and parking areas are proposed to be graded such that stormwater runoff will flow into catch basins.The runoff will then be conveyed through a Stormwater Management Storm Filter Vault for water quality and then into a detention tank that controls the flow leaving the site.The tank would release runoff intothe storm system within Union Avenue NE. Staff from the City's Plan Review Section have reviewed the drainage report.The subject site is located within the May Creek Drainage Basin.Due to the sensitivity of the May Creek Drainage Basin,staff recommends a mitigation measure requiring the project to comply with the 2005 King County Surface Water Design Manual. Mitigation Measures:The project shall be required to comply with the 2005 King County Surface Water Design Manual for stormwater runoff management. Nexus:SEPA Environmental Regulations;2005 King County Surface Water Design Manual 4.Transportation .... Impacts:The proposed addition is expected to add additional vehicle trips to the street system. Therefore,the applicant will be required to pay a Traffic Mitigation Fee of $75.00 per new average daily trip attributed to the project prior to the issuance of building permits.Approximately 55.416 average daily trips would be generated by Phase I of the proposed project and 79.385 average daily trips would be generated by Phase II of the proposed project.Therefore,the applicant will be required to pay a $4,156.21 traffic mitigation fee (55.416 trips x $75 =$4,156.21)for Phase I and a $5,953.84 traffic mitigation fee (79.385 trips x $75 =$5,953.84)for Phase II resulting in a total traffic mitigation fee of $10,110.05.= Mitigation Measures:The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per new averagedaily trip attributed to the project prior to the issuance of building permits. ercrpt_05-162 RentonBibleChurch.doc City of Renton P/B/PW Department Renton Bible Church Addition Environl Review Committee Staff Report -o5-162,CU-H,V-H,SA-H,ECF REPORTAND DECISION OFJanuary31,2006 Page 4 of 4 Nexus:SEPA Environmental Regulations,Traffic Mitigation Fee Resolution No.3100,Ordinance 4527 5.Fire /Emergency Services Impacts:Fire Prevention staff indicated that sufficient resources exist to furnish services to the proposed development,subject to the condition that the applicant provide required improvements and fees. Therefore,the applicant will be required to pay a Fire Mitigation Fee based on $0.52 per square foot of the new addition area.For the proposed additions,the fee is estimated at $7,727.72 and is payable prior to the issuance of building permits. Mitiqation Measures:The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new addition area prior to the issuance of building permits. Nexus:SEPA Environmental Regulations;Fire Mitigation Fee Resolution No.2913,Ordinance 4527 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination.Because these notes are provided as information only,they are not Subject to the appeal process for environmental determinations. Planninq 1.RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm,Monday through Friday unless otherwise approved by the Development Services Division.The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2.Within thirty (30)days of completion of grading work,the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90)days.Alternative measures such as mulch, sodding,or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year.The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 3.Commercial,multi-family,new single-family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00)am and eight o'clock (8:00)pm,Monday through Friday.Work on Saturdays shall be restricted to the hours between nine o'clock (9:00)am and eight o'clock (8:00)pm.No work shall be permitted on Sundays. 4.All landscaping shall be irrigated by an approved irrigation system prior to final occupancypermits: Fire Prevention 1.The preliminary fire flow is 3000 gpm for the building.One hydrant is required within 150 feet of each structure and two additional hydrants are required within 300 feet of the structure.' 2.Separate plans and permits are required for the installation of sprinkler systems,fire alarms,and kitchen hood suppression systems. Plan Review: Plan Review -WATER 1.A fire sprinkler system is required by the Fire Department.A separate utility permit and separate plans will be required for the installation the double detector check valve assemblies for fire sprinkler systems. All devices installed shall be per the latest Department of Health "Approved List"of Backflow Prevention Devices.Location of device shall be shown on the civil plans and shall show note:"Separate plans and utility permit for DDCVA installation for Fire Sprinkler System will be required".DDCVA installations outside the bui!ding shall be in accordance with the City of Renton Standards. ercrpt_05-162 RentonBibleChurch.doc City of Renton P/B/PW Department Renton Bible Church Addition Environl Review Committee Staff Report -05-162,CU-H,V-H,SA-H,ECF REPORT AND DECISION OFJanuary 31,2006 Page 5 of 5 For DDCVA installations proposed to be installed inside the building,applicant shall submit a copy of the mechanical plan showing the location and installation of the backflow assembly inside the mechanical room.Installation shall be in accordance with the City of Renton's requirements.DDCVA shall be installed immediately after the pipe has passed through the building floor slab.Installation of devices shall be in the horizontal position only.A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly for the fire sprinkler system,if backflow device is to be installed inside the building. 2.Extension of a looped 10-inch water main and installation of new hydrants on site around the building is required.It has been shown on the plans. 3.Water System Development Charges (SDC)for commercial sites are assessed at a rate of $0.273 x the square footage of the site.This is payable at the time the utility permit is issued.A redevelopment credit will be given for existing water service tothe site. 4.Preliminary fire flow requirement is 3,000 gpm.Applicant will need three hydrants to serve this site.One hydrant must be within 150 feet from the structure and two additional shall be located within 300 feet of the structure. 5.Existing hydrants to be counted as fire protection,will be required to be retrofitted with a 5-inch quick disconnect Storz fitting if not already in place. 6.If new building exceeds thirty feet in height,a backflow device will be required to be installed on the domestic water meter. 7.Landscape irrigation systems will require a separate permit for the irrigation meter and approved backflow device is required to be installed.A plumbing permit will be required. Plan Review -SANITARY SEWER 1.There is an existing side sewer serving the building.The existing side sewer will need to be relocated as the new addition is shown to be in the same location of the side sewer. 2.If food preparation facilities are proposed,a grease trap or grease interceptor will be required to be installed.A separate plumbing permit will be required. 3.Sewer System Development Charges (SDC)for commercial sites are assessed at a rate of $0.142 x the square footage of the site.A redevelopment credit will be given for existing water service to the site. Plan Review -SURFACE WATER 1.Surface Water System Development Charges (SDC)for commercial sites are assessed at a rate of $0.265 x the new impervious surface area.This is payable at the time the utility permit is issued. 2.Applicant will be required to submit separate structural plans for review and approval under a building permit for proposed detention vault.Special inspection from the building department is required. 3.A temporary erosion control plan will be required and shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project, The first order of business shall be installation of a silt fence along the perimeter of the site that is to be disturbed.The silt fence shall be in place before clearing and grading is initiated.This will be required duringthe construction of both off-site and on-site improvements as well as building construction. 4.The site is located in Aquifer Protection Zone 2 and may be subject to additional:requirements per City code.Constructed secondary containment may be required if more than 20 gallons of re.qulated hazardous materials will be present at the new facility (RMC 4-3-050H2d(i)).Certain uses require operatinq permits (RMC 4-9-015).A fill source statement (RMC 4-4-060L4)is required if more than 100 cubic yards of fill material will be imported to the project site.Construction Activity Standards (RMC 4-4-030C7)shall be followed if during construction,more than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site.Surface Water Management Standards (RMC 4- 6-030E2 and 3)--Biofilters,stormwater conveyance,and water quality ponds may require a groundwater protection liner.Impervious surfaces shall be provided for areas subject to vehicular use or storage of chemicals. ercrpt..05-162 RentonBibleChurch-doc City of Renton P/B/PW Department @.)Renton Bible Church Addition Environml Review Committee Staff Report -05-162,CU-H,V-H,SA-H,ECF REPORTAND DECISION OFJanuary 31,2006 Page 6 of6 Plan Review-TRANSPORTATION 1.Half street improvements including,but not limited to paving,sidewalks,curb &gutter,storm drain, street signs,and streetlights along the frontage in Union are required if not already in place. 2.All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance.If three or more poles are required to be moved by the development design,all existing overhead utilities shall be placed underground. Plan Review -GENERAL 1.All required utility,drainage,and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2.All civil engineering plans shall be tied into a minimum of two of the City of Renton current Horizontal and Vertical Control network: 3.Separate permits and fees for water meter,landscape irrigation meter,and any backflow devices will be required.: 4.Applicant shall be responsible for securing all necessary easements for utilities. 5.All new rockeries or retaining walls to be constructed that are greater than 4 feet in height will be require a separate building permit.Proper drainage measures are required. E.COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental I Divisional Reviewers for their review. Where applicable,these comments have been incorporated into the text of this report as Mitigation Measures and Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process:Appeals of the environmental determination must be filed in writing on or before 5:00 PiVi February 20,2006. Appeals must be filed in writing together with the required $75.00 application fee with:Hearing Examiner, City of Rehton,1055 South Grady Way,Renton,WA 98055.Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430-6510. ercrpt 05-162RentonBibleChurch.doc "3 i l ::al IL(P) Resource ConservaUon Center Village Resideutial I du/ac Urban Center -North I ResldenUal 4 du/ec Urban Center -North Re.idenUal 0 du/ee Ce.ter DowotOW'J" RcsidenUa!Maoufaetured tl....C......lel/Oltice/Residentlal FR7 ResidenUal 10 du/+c [ResidenUal 14 d./ac Commercial Aerlal" [Residential MulU-Fm-ily Commercial Office" [ResideUal MulU-Fml]y TradiUone Coz=uerciel Neighborhood [Residential MulU-Family Urban Center* "May include Overlay Distrct&See Appendix maps.For addIUona]regulations in OverlayDistricts,please see RMC 4-3, Printed by Print&Mall Svcs,CRyof Rentm'= Industrixl -Heavy C Industrial -Medium C:Industrial --Light (P)Publicly owned ....Re.ton City Limits --Adjacent City L/remits i Book Pages Boundary IKROsEp!I PAGE INDEX IO311HOV-1"13H::DIIIAI )I:DIlVd "F .............H ......... i s IIt1 I ";:.........::i:ii!;ii!:iii:iil I ...... i:iii;!!i!!i z _oF<>itl tl ! I III ! ! I I:D 311H :9J V °]]3H:3111/)t:31llVd "P v PRO SERVICES FEE REVIEW []DEVELOPMENT APPLICATION REVIEW SHEET []PLAN REVIEW ROUTING SLIP []ENVIRONMENTAL CHECKLIST REVIEW SHEET [] OTHER APPLICANT:"'.A'b 0J _RECEIVED FROM JOB ADDRESS:q:lta @fJaO_o,.,J-.WO#(date) []SPECIAL AND CONNECTION FEES APPLIED NEED MORE INFORMATION:[] (SPECIAL ASSESSMENTS AND CONNECTION FEES F_ATIMATED n SQUARE FOOTAGE [] []NOT APPROVED FOR APPLICATION OF FEES []FRONT FOOTAGE O El VESTED []NOT VFAD rl This fee review supersedes and cancels fee review #dated;[]SUBJECFPROPERTYPID#),g +-''+{+,+'r'l KingCo.Tax Acct#(new)/=/_Triggering mechanisms for the SDC fees will be based on current City ordinances and determ/ned by the applicable Utility Section.Final fees will be based on rates in effect at time of Building Permit/Construction Permit application.The following quoted fees do NOT include inspection fees,side sewer permits,r/w permit fees or the cost of water meters. LEGAL DESCRIPTION VICINITY MAP OTHER :SPECIALNT DISTRICTS Latecomer Agreement (pvt)WATER Latecomer Agreement (pvt)WASTEWATER Latecomer Agreement (pvt)OTHER Special Assessment District/WATER Special Assessment District/WASTEWATER Joint Use Agreement (METRO) Local Improvement District Traffic Benefit Zones DISTRICT NO. PARCEL NO. METHOD OF A,KSSMENT ,.I / / ASSESSMENT s .f/-/ ASSESSMENT OR FEE ....s/ =? $75.00 PER TRIP,CALCI_TED BY TRANSPORTATION FUTURE OBLIGATIONS I I I SDC F,#OF UNITS/ SQ.FTG. f SYSTEM DEVELOPMENT CHARGE -WATER []Pd Prev.[]Partially Pd (Ld Exemption)[]Never Pd Single family residential $1,956/unit x Mobile home dwelling unit $1,956/unit in park Apartment,Condo $1,174/unit not in CD or COlt zones,x Commercial/Industrial,$0.273/sq.ft.of property (not less than $1,956.00)X Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter 2ee CaMthrest Do NOT Apply 17+jtqT- it SY DEVELOPMENT CHARGE -WASTEWATER "Pd Prey.[]Partially Pd (Ld Exemption)[]Never Pd Single family residential dwelling unit $1,017/unit x Mobile home dwell unit $1,017/umit x Apartment,Condo $610/unit not in CD or COR zones x Commercial/Industrial,$0.142/sq.ft.of property (not less than $1,0i7,00)x SYSTEM DEVELOPMENTCBARGE -SURFACEWATER []Pd Prey.[]Partially Pd (Ltd Exemption)[]Never Pd Single family residential and mobile home dwelling unit $759/unit x AH other properties $0.265/sq ft of new impervious area of property x (not less than $759.00) [PIVIINARY TOTAL S mg *If subject property is within an LID,it is developer's responsibility to check with the Finance Dept.forpaid/un-paid status. **If an additional water meter (or hydrant)is being installed for fire protection or an additional water meter is being installed for private landscape irrigation,please advise as above fees may change: g EFFECTIVE:January 8,2006 ENVIRONMENTAL &DEVELOPMENT APPLICATION NO:LUA05-162,CU-,SA-H,V-H,ECF APPLICANT:Renton Bible Church PROJECT TITLE:Renton Bible Church Conditional Use SITE AREA:81,099 LOCATIONi 973 Union Avenue NE APPLICATION REVIEW SHEET COM ENTSDUE:JANUARY24,2006 D_. DATE CIRCULATED:JANUARY 10,2006 PROJECT MANAGER:Jill Dinq PLAN REVIEW:Jan Illian JAN I O 200 ' C I X OFRENTo^, UTILITy /&i EMs BUILDING AREA (gross):14,797 square feet WORK ORDER NO:77529 SUMMARY OF PROPOSAL:Proposal is to construct a 14,797 square foot addition to an existing church structure.The addition isproposedtobeconstructedintwophases.The first phase would include the expansion of the existing parking lot to a total of 102carsandtheconstructionof6,083 square feet to the first floor of the church.The second phase would incude a two-story additiontotaling8,714 square feet in area.The subject site is located within the Residential-8 (R-8)dwelling unit per acre zoning designation.Access to the subject site is provided via driveways onto Union Avenue NE.A church use is permitted in the R-8 zone subject to theapprovalofaconditionalusepermit.In addition the applicant has requested Environemtal Reiview,Site Plan Approval,a variance totheheightrequirementsandamodificationtotherefuseandrecycleablesstoragerequirements. A.ENVIRONMENTAL IMPACT (e.g.Non-Code Element of theEnvironment ProbableMinorImpacts Earth A# War Plants Land/Shoreline Use Anima Environmental Health Energy/ Natural Resources ProbableMajorImpacts COMMENTS More InformationNecessary Elementofthe Probable Probable MoreEnvironmentMinorMajorInformationImpactsImpactsNecessary Housing _Aesthetics LhYGre Recreation Utilities Transportation Public Services Historic/Cultural Preservation AirportEnvironrnent 10,000 Feet 14,000 Feet ....:r............B.PoLicY-RELATED COMMENTS i C.CODE-RELATED COMMENTS We have reviewed this applicaon with particular attention to those areas in which we have expertise and have identified areas Of probable impact or areas where additional information is needed toproperly assess this proposal Signature of Director or Authorized Representative Date CITY OF RENTON MEMORANDUM DATE: TO: FROM: SUBJECT: January 25,2006 "N Jill Ding Illian x7216 RENTON BIBLE CHURCH 973-Union Ave NE LUA 05-162 I have reviewed the application for Renton Bible Church located at 973 Union Ave NEt and have the following comments:: EST]ING CONDITIONS WATER SEWER STOaM There is an existing 12-inch water main frontingthe site in Union Ave NE.The proposed project is located in the 565 water pressure zone and is inside Aquifer Protection Zone 2. Pressure available is approximately 70 psi.Available fire flow is approximately 5,000 gpm off the 12-inch main in Union Ave NE.There is an existing ¾-inch domestic water meter serving the existing building. There is an 8-inch sewer main in Union Ave NE. There are storm drainage facilities in Union Ave NE. STREETS There is sidewalk,curb,gutter,streetlighting fronting the site. CODE REQUIREMENTS WATER 1.Water System Development Charges (SDC)for commercial sites are assessed at a rate of $0.273 x the square footage of the site.Estimated fees for water is $based on sq.feet. This is payable at the time the utility permit is issued.A redevelopment credit will be given for existing water service to the site.F-------:= 2.Preliminary fire flow requirement is 3,000 gpm.Applicant will need three hydrants to serve this site. One hydrant must be within 150 feet fi:om the structure and two additional shall be located within 300 feet ofthe structure: 3.Existing hydrants to be counted as fire protection,will be required to be retrofitted with a 5-inch quick disconnect Storz fitting if not already in place. 4.Extension of a looped 10-inch water main and installation ofnew hydrants °on site around the building is required.It has been shown on the plans. 5.If new building exceeds thirty feet in height,a backflow device will be required to be installed on the domestic water meter. Renton Bible Church January 25,2006 .A fire sprinkler system is required by the Fire Department.A separate utility permit and separate plans will be required for the installation the double detector check valve assemblies for fire sprinkler systems.All devices installed shall be per the latest Department of Health "Approved List"of Backflow Prevention Devices.Location of device shall be shown on the civil plans and shall show note:"Separate plans and utility permit for DDCVA installation for Fire Sprinkler System will be required".DDCVA installations outside the building shall be in accordance with the City of Renton Standards. For DDCVA installations proposed to be installed inside the building,applicant shall submit a copy of the mechanical plan showing the location and installation of the backflow assembly inside the mechanical room.Installation shall be in accordance with the City of Renton's requirements.DDCVA =shall be installed immediately after the pipe has passed through the building floor slab..Installation of devices shall be in the horizontal position only.A separate utility permit and separate plans will be required :for the installation of the double detector check valve assembly for the fire sprinkler system, ifbackflow device is to be installed inside the building. 7.Landscape irrigation systems will require a separate permit for the irrigation meter and approved backflow device is required to be installed.A plumbing permit Will be required.: SANITARY SEWER . 2. . . There is an 8-inch sewer main in Union Ave NE. There is an existing side sewer serving the building.The existing side sewer will riced to be relocated as the new addition is shownto be in the same location of the side sewer. If food preparation facilities are proposed,a grease trap or grease interceptor will be required to be installed.A separate plumbing permit will be required. Sewer System Development Charges (SDC)for commercial sites are assessed at a rate of $0.142 x the square footage of the site.Estimated fees for sewer is $based on sq.feet. This is payable at the time the utility permit is issued.A redevelopment credit will be given for existing water service to the site. SURFACE WATER 1.Surface Water System Development Charges (SDC)for commercial sites are assessed at a rate of $0.265 x the new impervious surface area.Estimated fees for surface water is $based on an estimated square feet of new impervious surface area.This is payable at the time the utility permit is issued. 2.Staff will recommend a SEPA condition requiring this project to comply with the 2005 King County Surface Water Manual. . . Applicant will be required to submit separate structural plans for review and approval under a building permit for proposed detention vault.Special inspection from the building department is required. A temporary erosion control plan will be required and shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. The first order ofbusiness shall be installation of a silt fence along the perimeter of the site that is to 2 Renton Bible Church January 25,2006 . be disturbed.The silt fence shall be in place before clearing and grading is initiated.This will be required during the construction of both off-site and on-site improvements as well as building construction. The site is located in Aquifer Protection Zone 2 and may be subject to additional requirements per City code.Constructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will be present at the new facility (RMC 4-3-050H2d(i)).Certain uses require operating permits (RMC 4-9-015).A fill source statement (RMC 4-4-060L4)is required if more than 100 cubic yards of fill material will be imported to the project site.Construction Activity Standards (RMC 4-4-030C7)shall be followed if during construction,more than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site.Surface Water Management Standards (RMC 4-6-030E2 and 3)--Biofilters,stormwater conveyance,and water quality ponds may require a groundwater protection liner.Impervious surfaces shall be provided for areas subject to vehicular use or storage ofchemicals. STREET IMPROVEMENTS 1.Half street improvements including,but not limited to paving,sidewalks,curb &gutter,storm drain, street signs,and streetlights along the frontage in Union are required ifnot already in place. 2.All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance.If three or more poles are required to be moved by the development design,all existing overhead utilities shall be placed underground. MISCELLANEOUS 1.Separate permits and fees for water meter,landscape irrigation meter,and any backflow devices will be required. 2.Applicant shall be responsible for securing all necessary easements for utilities. 3.All new rockeries or retaining walls to be constructed that are greater than 4 feet in height will be require a separate building permit.Proper drainage measures are required. PLAN REVIEW -GENERAL 1.All plans shall conform to the Renton Drafting Standards 2.All required utility,drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 3.When plans are complete three copies of the drawings,two copies of the drainage report,a construction estimate and application fee shall be submitted at:the sixth floor counter.A fee worksheet is attached for your use,but prior to preparing a check,it is recommended to call 425-430- 7266 for a fee estimate as generated by the permit system. RECOMMENDED CONDITIONS 1.Traffic mitigation fees are $10,110.05 for both phases.See mitigation sheet 2.Staff recommends a SEPA condition requiring this project to design and comply with Department of Ecology's Erosion and Sediment Control Requirements,outlined in Volume II of the 2001 Stormwater Management Manual. Renton Bible Church January 25,2006 ®@ cc:Kayrcn Kittrick. City of Rn Oepartment of Planning /Building /Public ks ENVIRONMENTAL &DEVELOPMENT APPLICATION ...............-'.......REVIEWING DEPARTMENT: APPLICATION NO:LUA05-162,CU-,SA-H,V-H,ECF APPLICANT:Renton Bible Church PROJECT TITLE:Renton Bible Church Conditional Use SITE AREA:81,099 LOCATION:973 Union Avenue NE REVIEW COMMENTS DUE:JANUARY'24,2006 DATE CIRCULATED:JANUARY 10,2006 PROJECT MANAGER:Jill Ding PLAN REVIEW:Jan Illian BUILDING AREA (gross):14,797 square feet WORK ORDER NO:77529 SHEET Gtv OFRENANRECEV .JA .i i zuu .... BUILDING DIVISIO SUMMARY OF PROPOSAL:Proposal is to construct a 14,797 square foot addition to an existing church structure.The addition isproposedtobeconstructedintwophases.The first phase would include the expansion of the existing parking lot to a total of 102carsandtheconstructionof6,083 square feet to the first floor of the church.The second phase would incude a two-story additiontotaling8,714 square feet in area.The subject site is located within the Residential-8 (R-8).dwelling unit per acre zoning designation.Access to the subject site is provided via ddveways onto Union Avenue NE.A church use is permitted in the R-8 zone subject to theapprovalofaconditionalusepermit.In addition the applicant has requested Environemtal Reiview,Site Plan Approval,a vadance totheheightrequirementsandamodificationtotherefuseandrecycleablesstoragerequirements. A. Element oftheEnvironment Earth Air Water ENVIRONMENTAL IMPACT (e.g.Non-Code Probable ProbableMinorMajorImpactsImpacts Plants Land/Shoreline Use Animals Environmental Health Energy/Natural Resources b COMMENTS More Information -Necessary Element oftheEnvironment Housing Aesthetics Lilht/Glare Recreation Utilities Transportation Public Services Historic/Cultural Preservation Airport Environment10,000 Feet14,000 Feet ProbableMinor Impacts, ProbableMajorImpacts MoreinformationNecessary B.PoLicY-RELATED COMMENTS C.CODE-RELATED COMMENTS k We have reviewed this applicationwith particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional informttOs needed to properly assess thisproposal. Signature of Directorized..Representative Date cityofRn DepatmentofPlanning/euilding/Publiclks ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEWING DEPARTMENT: I APPLICATION NO:LUA05-162,CU-,SA-H,V-H,ECF APPLICANT:Renton Bible Church PROJECT TITLE:Renton Bible Church Conditional Use SITE AREA:81,099 LOCATION:973 Union Avenue NE REVIEW SHEET COMMENTS DUE:"JANUARY 24,2006 DATE CIRCULATED:JANUARY 10,2006 c,lYo..,ur.RECEIVEDPROJECTMANAGER:Jill Din9 PLAN REVIEW:Jan Illian JAN |_006 BUILDING AREA (gross):14,797 squaretf,l .........,-,,,.,,Lu,uIVIIUN WORK ORDER NO:77529 SUMMARY OF PROPOSAL:Proposal is to construct a 14,797 square foot addition to an existing church structure.The addition isproposedtobeconstructedintwophases.The first phase would include the expansion of the existing parking lot to a total of 102carsandtheconstructionof6,083 square feet to the first floor of the church.The second phase would incude a two-story additiontotaling8,714 square feet in area.The subject site is located within the Residential-8(R-8).dwelling unit peracre zoning designation.Access to the subject site is provided via driveways onto Union Avenue NE.A church use is permitted in the R-8 zone subject to theapprovalofaconditionalusepermit.In addition the applicant has requested Environemtal Reiview,Site Plan Approval,a variance totheheightrequirementsandamodificationtotherefuseandrecycleablesstoragerequirements. A.ENVIRONMENTAL IMPACT (e.g.Non-Code COMMENTS Element ofthe Probable MoreEnvironmentMinorInformationImpactsNecessary Earth ; Air Water Plants Land/Shoreline Use Animals Environmental Health ProbableMajorImpacts Energy/Natural Resources Element ofthe Probable Probable Environment Minor Major Impacts .Impacts Housin9 Aesthetics Lilht/Glare Recreation Utilities TransportationPublicSenfices Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000Feet MoreInformation Necessary, B.POLICY-RELATED COMMENTS ........ C.CODE-RELA TED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional informn is needed to properly assess thisproposal. Signature of Directory(led'Fpe,ent-ativ-Date //--/ ®® s#(oG' 1 Project Name: Project Address: Contact Person: Permit Number: ( ,) Land Use Type: []Residential []Reai !¢:-:.ii .........•-"'7 '"';,.'e..... -...U,6:,-;;::'"" L Method of CiculaLion: €---T Trip Generation fanul,7th Edition C:raoic S:udy ...",-" •.'..:,...-=.-h."':'""" •".'. ".o :5.a55.D I. -De o.Payment:""" ""i" ',o,s:-.......... __".i-.,,#-s :Transportation "..,,,,=,o..,:.o:q,,s<-a.,'s,seq -_",o;,o.,o . :[late:9 CityofRn DepartmentofPlanning/Building/Publics ENVIRONMENTAL &DEVELOPMENT APPLICATION APPLICATION NO:LUA05-162,CU-,SA-H,V-H,ECF APPLICANT:Renton Bible Church PROJECT TITLE:Renton Bible Church Conditional Use SITE AREA:81,099 LOCATION:973 Union Avenue NE REVIEW SHEET COMMENTS DUE:JANUARY 24,2006CIlVC,r hEroul' DATE CIRCULATED:JANUARY 10,200 E CE I V E D PROJECT MANAGER:Jill Ding .n,|AJ,'u1 ,nn,,'/.UUOPLANREVIEW:Jan Illian BUILDING DIVISIONBUILDINGAREA(gross):14,797 square reez WORK ORDER NO:77529 SUMMARY OF PROPOSAL:Proposal is to construct a 14,797 square foot addition to an existing church structure.The addition isproposedtobeconstructedintwophases.The first phase would include the expansion of the existing parking lot to a total of 102 cars and the construction of 6,083 square feet to the first floor of the church.The second phase would incude a two-story additiontotaling8,714 square feet in area.The subject site is located within the Residential-8 (R-8)dwelling unit per acre zoning designation. Access to the subject site is provided via driveways onto Union Avenue NE.A church use is permitted in the R-8 zone subject to the approval of a conditional use permit.In addition the applicant has requested Environemtal Reiview,Site Plan Approval,a vadance to the height requirements and a modification to the refuse and recycleables storage requirements. A.ENVIRONMENTAL IMPACT (e.g.Non-Code)COMMENTS Elementofthe Probable Probable MoreEnvironment"Minor Major InformationImpactsImpactsNecessary EarthAir Water Plants Land/Shoreline UseAnimals EnvironmentalHealth Energy/NaturalResources Element oftheEnvironment HousingAesthetics Li/ht/Glare RecreationUtilities Transportation Public ServicesHistoric/CulturalPreservationAirportEnvironment10,000 Feet14,000 Feet Probable Probable MoreMinorMajorInformationImpactsImpactsNecessary B.POLICY-RELATED COMMENTS C.CODE-RELATED COMMENTS ,,,,,r ".;...-, We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information/j needed to properly assess this proposal Signature of Director oryec Repsentative Date #(A' ® M E @ FIIRE DEPARTMENT M O R A N D U M DATE: TO: FROM: SUB2ECT: January 11,2006 Jill Ding,Associate Planner ,t7J James Gray,Assistant Fire Marsha Renton Bible Church Addition,973 Union Ave.NE MTIGATION ITEMS: 1.A fire mitigation fee of $7,727.72 is required based on $.52 per square foot ofthe new additions. HRE CODE REQUIREMENTS: 1.The preliminary fire flo hydrant is required with 150 feet of the structure and two additionrequired within 300 feet of the structure. 2.Separate plans and permits are required for the installation of sprinkler,fire alarm and kitchen hood suppression systems. Please feel free to contact me if you have any questions. iArentonbiblechurcherc.doc City Department ofPlanning /Building /Public s ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:COMMENTS DUE:JANUARY 24,2006 APPLICATION NO:LUA05-162,CU-,SA-H,V-H,ECF DATE CIRCULATED:JANURT APPLICANT:Renton Bible Church PROJECT MANAGER:Jill Blrlg )r-----__-i ' PROJECT TITLE•.Renton Bible Church Conditional Use PLAN REVIEW'.Jan Illian /0/l|-'"-//)1// I./t_.g,.t Ill I/I 'SITE AREA:81,099 BUILDING AREA (gross):1/WPF:,quattet u 0 Qq !'I /J/ LOCATION:973 Union Avenue NE WORK ORDER NO:7752)// CITyIV t ""/SUMMARY OF PROPOSAL:Proposal is to construct a 14,797 square foot addition to an extion , proposed to be constructed in two phases.The first phase would include the expansion of th¥d!aTtotalof 105 cars and the construction of 6,083 square feet to the first floor of the church.The second phase would incude aR=st-tddJtl totaling 8,714 square feet in area.The subject site is located within the Residential-8 (R-8)dwelling unit per acre zoning designation. Access to the subject site is provided via driveways onto Union Avenue NE•A church use is permitted in the R-8 zone subject to the approval of a conditional use permit.In addition the applicant has requested Environemtal Reiview,Site Plan Approval,a variance to the height requirements and a modification to the refuse and recycleables storage requirements. A.ENVIRONMENTAL IMPACT (e.g.Non-Code)COMMENTS Element of the Probable Probable MoreEnvironment.Minor Major InformationImpactsImpactsNecessary Earth Air Water Plants Land/Shoreline Use Animals EnvironmentalHealth Energy/NaturalResources Element oftheEnvironment Housing ProbableMinorImpacts ProbableMajorImpacts More information Necessary Aesthetics Lht/Glare RecreationUtilities Transportation Public Services Historic/Cultural Preservation Airport Environment10,000 Feet14,000 Feet B.POLICY-RELATED COMMENTS C°CODE-RELA TED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areaswhereadditioninformationisneedtoproperlyassessthisproposal.A-/A44J...//// Signature of Dir/or ,uthodzl[d Rer'se1ve Date// CityofRn OepartmentofPlanning/Building/Publics ENVIRONMENTAL &DEVELOPMENT APPLICATION APPLICATION NO:LUA05-162,CU-,SA-H,V-H,ECF APPLICANT:Renton Bible Church PROJECT TITLE:Renton Bible Church Conditional Use SITE AREA:81,099 LOCATION:973 Union Avenue NE REVIEW SHEET COMMENTS DUE:JANUARY 24,2066 DATE CIRCULATED:JANUARY 10,2006 c;'.Y C-:"-"; PROJECT MANAGER:Jill Dinq R E CF I V E D PLAN REVIEW:Jan Illian JAN !;,2P,5 BUILDING AREA (gross):14,797 square feetBUILDING DIVISIONWORKORDERNO:77529 SUMMARY OF PROPOSAL:Proposal is to construct a 14,797 square foot addition to an existing church structure.The addition isproposedtobeconstructedintwophases.The first phase would include the expansion of the existing parking lot to a total of t02carsandtheconstructionof6,083 square feet to the first floor of the church.The second phase would incude a two-story additiontotaling8,714 square feet in area.The subject site is located within the Residential-8 (R-8)dwelling unit per acre zoning designation.Access to the subject site is provided via driveways onto Union Avenue NE,A church use is permitted in the R-8 zone subject to theapprovalofaconditionalusepermit.In addition the applicant has requested Environemtal Reiview,Site Plan Approval,a variance totheheightrequirementsandamodificationtotherefuseandrecycleablesstoragerequirements. A° Element Ofthe Environment Earth Air ENVIRONMENTAL IMPACT (e.g.Non-Code)COMMENTS Probable Probable MoreMinorMajorInformation:Impacts :Impacts Necessary + Water Plants Land/Shoreline Use Animals Environmental Health Energy/Natural Resources Element of theEnvironment Housinl -" Aesthetics Lilht/Glare Recreation Utilities Transportation Public Services Historic Preservation Airport Environment 10,000 Feet 14,000 Feet Probable Probable MoreMinorMajorInformationImpactsImpactsNecessary 'B':POLICY-RELA TED COMMENTS C.CODE-RELA TED COMMENTS . o-o3 zge, We have reviewed this application w#h particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where Iditional information is needed toproperly assess this proposal. Signa'tre of Director,uodzeRepresentalJ Dt'"- CityofR OepartmentofPlanning/Building/Publics ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIE-WlNG DEPARTMENT:COMMENTS DUE:JANUARY 24,2006 REVIEW SHEET APPLICATION NO:LUA05-162,CU-,SA-H,V-H,ECF DATE CIRCULATED:JANUARY 10,2006 APPLICANT:Renton Bible Church PROJECT TITLE:Renton Bible Church Conditional Use SITE AREA:81,099 PROJECT MANAGER:Jill Ding PLAN REVIEW:Jan Illian BUILDING AREA (gross):14,797 square feet WORK ORDER NO:77529LOCATION:973 Union Avenue NE SUMMARY OF PROPOSAL:Proposal is to construct a 14,797 square foot addition to an existing church structure.The addition is proposed to be-constructed in two phases.The first phase would include the expansion of the existing parking lot to a total of 102 cars and the construction of 6,083 square feet to the first floor of the church.The second phase would incude a two-story addition totaling 8,714 square feet in area.The subject site is located within the Residential-8 (R-8).dwelling unit per acre zoning designation. Access to the subject site is provided via driveways onto Union Avenue NE.A church use =s permitted in the R-8 zone subject to the approval of a conditional use permit.In addition the applicant has requested Environemtal Reiview,Site Plan Approval,a variance to the height requirements and a modification to the refuse and recycleables storage requirements. A..ENVIRONMENTAL IMPACT (e.g.Non-Code COMMENTS Element of theEnvironment Earth Air Water Plants Land/Shoreline Use Animals Environmental Health Energy/ NaturalResources Probable Probable Minor Major :Impacts Impacts MoreInformationNecessary Element ofthe Probable Probable MoreEnvironmentMinorMajorInformationImpactsImpactsNecessary Housin9 Aesthetics Light/Glare Recreation Utilities Transportation Public Services Histodc/Cultural Preservation Airport Environment 10,000 Feet ,t4,000 Feet 'B......P'OLICY-RELATED COMMENTS -........ C.CODE-RELA TED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas ofprobable impact or areas where additional information is needed toproperly assess this proposal. Signature of Director or'Authorized Representative uat¢/-"/" J4N 17""" ooe .i'.MaBng Devoted Disciples oflesus Christ - :Wednesday,January l 1,2006 :]" To Whom It May Concern: At the elder meeting on Wednesday,January 11,2006,the elders unanimously agreed that Dan Charles as an elder,and the elder over building and grounds,has the authorization to sign documents related to the building program.This includes,but is not limited to,documents related to the conditional use permit. •,--. ...,..:--, :L .••. :Dan Gannon, .,Pastor 973 Union Ave NE PO Box2580 Renton,WA98056 425/226-3590 (Email: dan@rentonbiblechurch.org Pastor Dan Gannon ®® NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFIC ANCE-iilTIGATED (DNS-iVI) DATE:January 10.2006 LAND USENUMBER:LUA05-162.CU-H,SA-H,V-H.ECF PROJECTNAME:Renton Bible Church PROJECTDESCRIPTION:Proposal is to conshct a 14.797 square foot addition to an exiotiog chu,'chstnJctum.The addition is proposedfo be const]ucthd in two phases.The Fa'sl phasewouldinclude the expansion oftheexistingpaddngiottoatototof102carsandtheconstnmbenof6.083 square feet to the flr'st floor otthe church.The second phase would iocude a tyro-stow addition totaling 8,714 square feet in area.The subject sits is located wVhin theResidestial-8 (R)dwelling unit per acre zoning designation.Access to the subjectsite is provided .a driveways ontoUnionAvenueNE.A church use is permitted in the R.8 zone subject to the appgoval of a conditional use pemlll.Inadditiontheapl:ffmaot has requested En.Aronenltal Reivfow.Site Plan Approval.a vadance to the height Pqotmmes and a modification tothe refuse and recytables storage requirements. PROJECT LOCATION:973Union Avenue NE OPTIONAL DE1T=RMINATIGN OFNON-SIGNIFICANCE,MITIGATED (DNS-M):As the LeadAgency,the City ofRentonhasdotennthedthotsignificantenVaonmenthlimpactsareunlikelytoresuitfTomthepropesedIxojecLTherefore,aspermittedundertheRCW43.21C.110.the City of Reotonisusing theOptional DNS-MWocess to givenotice that aDNS-M is likelyto beissued.Corrmleot peliodsforthe project arid the t0copoced DNS-M are iofogftnd into a siogfo coflcreotperiod.Them will be no comment period following the issuance of the Threshold Determination of Non-.Signcence-Mitigated (DNS-M).A14<1ayappealpedodwill followthe issuance ofe DNS-M PERMITAPPLICATIONDATE:December16.2005 NOTICEOF COMPLETE APPUCATION:Januaq/10,2006 APPUCANTIPROJECT CONTACTpERSON:PalbrickPaul,J,PalbrickMitchell&Associates;Tel:(425)821-60S0; Eml:patdcoLcom Permits/Review Requested:Envirorental ($EPA)Review.Heanng Examiner Conditional UsePemtit,Site Plan &Variance Other Pennite whichmay be required;Building,Fire,&Utility Construction Permit Tffi¢Study&DrainageReportRequestedStudies: Location whereapplication may be reviewed: PUBUCHEARING: CONSISTENCYOVERVIEW: Zoning/Land Use: Environmental Documelltethat Evaluate the proposed Project: Development RegulationsUsedFo;.ProjectMitigation: Planning/Building/Public Works Deparlbltent.Develolxrlent ServicesOiviston,SixthFloorRentonCity Hall,1055South GradyWay.RentonoWA98O55 Pubitc headng istentotivelvscheduled forMarch 7.ZO04 beforethe RentonHeadngExaminerinRestonCouncilChambers.Headngs begin at 9:00 AMonthe7thfloorOfthenewRentonCityHaglocatedat1055SouthGradyWay. The subjectsiteis designated Residential -8 (R-8)on the CdyofReotonComprehensiveLandUseMapandResidentialSthgio-Famdy(RSF)on the City's Zoning Map. Envimnmenthl (SEPA)Checklist The pe0ject wig be subje to the City's SEPA ordinance,RMC 4-4-030DeviopmeotGuidelines&Regulations.RMC 4-6-030 Drainage Slandalds andotherapplicablecodesanaregulationsasae. Proposed Mitigabon Measures:Thefollowing MitigafJon Meas,Js wigIely be imposed on theWolxnd Ixoject.These recommended Mlligation Measures address project impact;not covered by existing codes and mgulotionsascited abo. •The appgcantw/g be regufredtopaymeappror/ate Transponat/on JjatOn Fee; •Theapp//cantw/Dbe requestmpaytheaoroprte Rre Fee; •Theaol/cent wf#beregu/redtopay Ue appropr'Parks Fee; •Thepicantv4#bereguiredfocmpyw;ththere¢mmendatknst)undththesubmedgetechnica nmor •The applicant wiU be required to comply with Ihe 2001 Department of Ecology StormwaterMmuJal for Erosionand $4ffmentotion Conlrol;and •The applicant wigbe requiredto complywith the200S King County Surface WaterDesign Manual forthe purposes ofdrainage control. Commentson the above application must be submitted in writing to Jill Dtng,Asso¢lale Planner,DevelopmentSelvicesDivision,1055SouthGrad,/Way,Renton.WA 98055,by 5:00PMon January 24,2006.This matteris also teely schedlde¢l fora public hearing on March7,2006.at 9:00 AM,CounCil chambers.Seventh Floor,RentonCityHall.1055 SouthGrad-/Way,Reoton.If you are iote,.-tnd in attending the heattng,please conthct the DeiopmentServiDNiSIOntoensurethatthehearinghasnotbeenrescheduledat(42S)430-7282,If comments cenrlot hesubmittedinwritingbythedateindicatedabove,you maystill apger at the headng and present you comments on theixopes;d before the Hesfog Examiner.Ifyou have questions about this pmpesal,or wish to be nlde a party of record and receive additional information by mall.please contact the iojeot manager.Anyonewo submitswfftlen comments wi,automatically becomeaparty ofrecord andwill benot*d ofany decision on this project. CONTACT PERSON:Jill K.Ding,Associate Planner;Tel:(425)430-7219; Err&jdingci.renton.wa.us If you would like to be made a party of record to receive fuder information on this proposed pfoject,completethisformandreturnto:Cityof Renton,Development Planing,1055 So.Grady Way,Renton,WA 98055. Name/File NO.:Renton Bible Church/LUA05-162,CU-H,SA-H,V-H,ECF NAME: MAILING ADDRESS: TELEPHONE NO: CERT[CATION were posted by me in -_3 ,hereby certify that -copies of the above document conspicuous places or nearby the described property on sioux: ATTEST:Subscribed and sworn before me,a Notary Public,in and for the State oin ,oo o i CHARLES E KOKO'NOTARY PUBHC SGNATURE: NOTARY PUBLIC STATE OF WASHINGTON "!COMIV!ISSiON EXPIRE ®@ CQTY OF RENTON : CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 10th day of January,2006,I deposited in the mails of the United States,a sealed envelope containing Acceptance Ltr,NOA,Env.Checklist,&PMT's documents.This information was sent to: Name Representing Agencies -Env.Checklist,PMT's &NOA See Attached Patrick Paul,J.Patrick Mitchell &Assoc -Accpt Contact Ltr -: Renton Bible Church -Accpt Ltr &NOA Owner :: Surrounding Property Owners 'NOA only See Attached (Signature of Sender):,3/ STATE OF WASHINGTON"-)2 )ssCOUNTYOFKING) -,....,,,...=--...i .I\Ji%kU !i)J NOTARY PUBLIC {STATE 0F WASHINGTON I 'i COMMISsiON ,.XPIRES _MARCH 19,20C8 !:",--:I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated:(/,/r0' ,Notary Public in and for the Sate of Washington Notary (Print): My appointment expires: Project Name:Renton Bible Church ,i Project Number:LUA05-162,CU-H,SA-H,V-H,ECF template -affidavit of service by mailing @ ® AGENCY (DOE)LETTER MABLnNG (ERC DETERMINATIONS) Dept.of Ecology * Environmental Review Section PO Box 47703 Olympia,WA 98504-7703 WSDOT Northwest Region * Attn:Ramin Pazooki King Area Dev.Sew.,MS-240POBox330310 Seattle,WA 98133-9710 US Army Corp.of Engineers * Seattle District Office Attn:SEPA Reviewer PO Box C-3755Seattle,wA 98i24 Jamey Taylor *: Depart.of Natural Resources PO Box 47015 Olympia,WA 98504-7015 KC Dev.&Environmental Serv. Attn:SEPA Section 900 Oakesdale Ave.SW Renton,WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt201SouthJackson Street KSC-TR-0431 Seattle,WA 98104-3856 Seattle Public Utilities Real Estate Services Title Examiner 700 Fifth Avenue,Suite 4900 PO Box 34018 Seattle,WA 98124-4018 WDFW -Stewart Reinbold * c/o Department of Ecology3190160thAveSE Bellevue,WA 98008 Duwamish Tribal Office * 4717 W Marginal Way SW Seattle,WA 98106-1514 KC Wastewater Treatment Division * Environmental Planning Supervisor Ms.Shirley Marroquin 201 S.Jackson ST,MS KSC-NR-050 Seattle,WA 98104-3855 Muckleshoot Indian Tribe Fisheries Dept.* Attn:Karen Walter or SEPA Reviewer 39015 -172n Avenue SE Auburn,WA 98092 Muckleshoot Cultural Resources Program * Attn:Ms Melissa Calvert39015172ndAvenueSE Auburn,WA 98092-9763 Office of Archaeology &Historic Preservation* Attn:Stephanie Kramer PO Box 48343 Olympia,WA 98504-8343 City of Newcastle Attn:Mr.Micheal E.NicholsonDirectorofCommunityDevelopment13020SE72"d Place Newcastle,WA 98059 Puget Sound Energy Municipal Liason Manager Joe Jainga PO Box 90868,MS:XRD-01W Bellevue,WA 98009-0868 City of Kent Attn:Mr.Fred Satterstrom,AICP Acting Community Dev.Director 220 Fourth Avenue South Kent,WA 98032-5895 City of Tukwila . Steve Lancaster;Responsible Official 6300 Southcenter Blvd. Tukwila,WA 98188 Note:If the Notice of Application states that it is an "Optional DNS",the marked agencies and cities will need to be sent a copy of the checklist,PMT's,and the notice of application.* Also note,do not mail Jamey Taylor any of the notices she gets hers from the web.Only send her the ERC Determination paperwork. template -affidavit of service by mailing i 297230007009 ARLINT JAMES c+SANDRA J 3908 NE 10TH ST RENTON WA 98056 106150073000 BROTHERTON G DEANE 1007 TACOMA AV NE RENTON WA 98056 106150086002 CANARY LORA J+LAWRENCE L 1014 SHELTON AV NE RENTON WA 98059 106150010002 EDGAR DUANE E1007SHELTONAV NE RENTON WA 98055" 345030045008 HAMMON JEFFREY P 4108 NE 10THST RENTON WA 98059 298740003504 ' KOVACS CHARLES+LASZLO 6112 23RD AV S SEATFLE WA 98108- 106150074008 LAS GEORGE+ELIZABETH 1011 TACOMA AV NE RENTON WA 98056 L 026850001004;026850003000 MARASIGAN NANNY B.&ELEANOR 950 UNION AV NE RENTON WA 98059 092305924802 MORARIOAN+DORINA 1001 SHELTON AV NE RENTON WA 98056 O92305924901 NOSOWICZ JERZY+LUCYNA KOPAN 1002 SHELTON AV NE RENTON WA 98056 ® 106150064009 BARDEN MARY C 1022 TACOMA AV NE RENTON WA 98056 026850002002 BROWN JANET L 4107 NE 10TH ST RENTON WA 98059 106150085004 COE ANTHONY+RACHAEL 1020 SHELTON AV NE RENTON WA 98056 297230001002 ENG KIM L+HELEN N 4022 NE 10TH ST RENTON WA 98056 10615OO84OO7 HOFFMAN HAROLD E+ELSIE MARY 1026 SHELTON AV NE RENTON WA 98056 O92305924703 KUNKLE CHARLES S+NECITA STEPHANIE K 1003 SHELTON AV NE RENTON WA 98056 106150O65006 LUTA MR &MRS 1026 TACOMA AV NE RENTON WA 98056 297230002000 MARTIN EDWARD G+LISA G 4016NE 10TH ST RENTON WA 98056 102305924403 MOUL BAN 960 UNION AV NE RENTON WA 98059 106150072002 PINSON J F 1003 TACOMA AV NE RENTON WA 98055 ® 106150076003 BLANSFIELD EARL MICHAEL 1021 TACOMA AV NE RENTON WA 98056 106150009004 BROWNING STEVE+JENNIFER 1013 SHELTON AV NE RENTON WA 98056 106150062003 DILL LAURA LEE 1014 TACOMA AV NE RENTON WA 98056 345030037005 GUTIERREZ GABRIEL C 4101NE 10TH PL RENTON WA 98059 092305901107 JACQUES JAMES H 1216 N 38TH ST RENTON WA 98056 106150063001 LARSON M J 1018 TACOMA AV NE RENTON WA 98055 297230003008 MACKEY KEVIN D 4010 NE 10TH ST RENTON WA 98056 345030038003 MARTIN ISIS S 4109 NE 10TH PL RENTONWA 98059 297230004006 NGUY PHONG C+XINH 4004 NE 10TH ST RENTON WA 98056 345030046006 PITTNAN RICHARD +KATHRYN 1616 WASH ST MANSON WA 98831 106150075005 PORTER RICK O+BARBARA J 1015 TACOMA AV NE RENTON WA 98056 ® 266250002000 PRICE RONDA L+NICHOLAS J 1055 UNION AV NE RENTON WA 98059 ® 345030044001 REED ELI 4116 NE 10TH ST RENTON WA 98059 092305920909;092305916303 RENTON BIBLE CHURCH PO BOX 2580 RENTON WA 98056 O92305925007 RODRIGUEZ VERONICA 1004 SHELTON AV NE RENTON WA 98056 297230006001 RODRIGUEZ VERONICA 3914 NE 10TH ST RENTON WA 98056 266250001002 ROWLAND BILLEY J 1051 UNION AV NE RENTON WA 98055 106150071004 THOMPSON STUART R+CHERISE A 999 TACOMA AV NE RENTON WA 98056 092305924604 SHANKS CRAIG D+NICOLE R 1005 SHELTON AV NE RENTON WA 98056 ' 297230005003 WHEELDON ROY 3920 NE 10TH ST RENTON WA 98056 102305925202 STEIGER MARILYN 970 UNION AV NE RENTON WA 98059 106150077001 WHITE FRED O+BARBARA R 1027 TACOMA AV NE RENTON WA 98056 ® tOTICE OF AFFLIC TIOt AID PROPOSED DIETIERtltATIOt OF tOIN-$1GIIFIC AtCIE-I ITIGATIED ([DIS-I) DATE:January 10,2006 LAND USE NUMBER:LUA05-162,CU-H,SA-H,V-H,ECF PROJECT NAME:Renton Bible Church pROJECT DESCRIPTION:Proposal is to construct a 14,797 square foot addition to an existing church structure.The addition is proposed to be constructed in two phases.The first phase would include the expansion of the existing parking lot to a total of 102 cars and the construction of 6,083 square feetto the first floor of the church.The second phase would incude a two-story addition totaling 8,714 square feet in area.The subject site is located within the Residential-8 (R-8)dwelling unit per acre zoning designation.Access to the subject site is provided via driveways onto Union Avenue NE.A church use is permitted in the R-8 zone subject to the approval of a conditional use permit.In addition the applicant has requested Environemtal Reiview,Site Plan Approval,a vadance to the height requirements and a modification to the refuse and recycleables storage requirements. PROJECT LOCATION:973 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED (DNS-M):As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project.Therefore,as permitted under the RCW 43o21C.110,the City of Renton is using the Optional DNS-M process to give notice that a DNS- M is likely to be issued.Comment periods for the project and the proposed DNS-M are integrated into a single comment period.There will be no comment period following the issuance of the Threshold Determination of Non-Significance- .Mitigated (DNS-M).A 14-dayappeal period will follow the issuance of the DNS-M. PERMIT APPUCATION DATE:December 16,2005 NOTICE OF COMPLETE APPLICATION: APPLICANT/PROJECT CONTACT PERSON: January 10,2006 Patrick Paul,J.Patrick Mitchell &Associates;Tel:(425-821-6090; Emh patricksea@aol.com Permits/Review Requested:Environmental (SEPA)Review,Hearing Examiner Conditional Use Permit,Site Plan &Variance Other Permits which may be required: Requested Studies: Building,Fire,&Utility Construction Permit Traffic Study &Drainage Report Location where application may be reviewed:Planning/Building/Public Works Department,Development Services Division,Sixth Floor Renton City Hall,1055 South Grady Way,Renton,WA 98055 -- PUBLIC HEARING:Public headnq is tentatively scheduled for March 7,2006 before the Renton Hearing Examiner in Renton Council Chambers.Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 South Grady Way. CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: The subject site is designated Residential -8 (R-8)on the City of Renton Comprehensive Land Use Map and Residential Single-Family (RSF)on the City's Zoning Map. Environmental (SEPA)Checklist The project will be subject to the City's SEPA ordinance,RMC 4-4-030 Devlopment Guidelines &Regulations,RMC 4-6-030 Drainage Standards and other applicable codes and regulations as appropriate. Proposed Mitigation Measures:The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not coveredbyexistingcodesandregulationsascitedabove. .The applicant will be required to pay the appropriate Transportation Mitigation Fee; .The applicant will be required to pay the appropriate Fire Mitigation Fee; =The applicant will be required topay the appropriate Parks Mitigation Fee; .The applicant will be required to comply with the recommendations found in the submitted geotechnical report; °The applicant will be required to comply with the 2001 Department of Ecology Stormwater Manual for Erosion and Sedimentation Control;and .The applicant will be required to comply with the 2005 King County Surface Water Design Manual for the purposes ofdrainage control Comments on the above application must be submitted in writing to Jill Ding,Associate Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 24,2006.This matter is also tentatively scheduled for a public hearing on March 7,2006,at 9:00 AM,Council Chambers,Seventh Floor,RentonCityHall,1055 South Grady Way,Renton.If you are interested in attending the hearing,please contact the DevelopmentServicesDivisiontoensurethatthehearinghasnotbeenrescheduledat(425)430-7282.If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner.If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager.Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. P/'IIT APT PERSON:Jill K.Ding,Associate Planner;Tel:(425)436-72t9; Emh jding@ci.renton.wa.us ...........PL+EA_SE_!NCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION....... If you would like to be made a party of record to receive further information on this proposed project,complete this form and return to:City of Renton,Development Planning,1055 So.Grady Way,Renton,WA 98055. Name/File No.:Renton Bible Church/LUA05-162,CU-H,SAoH,V-H,ECF NAME: MAILING ADDRESS: TELEPHONE NO.: Kathy Keolker,Mayor C TM R]ENTON •,.... Planning/Building/PublicWorks Department .Gregg Zimmerman P.E.,Administrator Janua 10,2006 Patrick Paul J.Patdck Mitchell &Associates 12620 120th Avenue NE #208 • .Kirkland,WA 98034 Subject:Renton Bible.Church LUA05-162,CU,H,SA,H,-V,H,ECF Dear Mr..Paul: The Development Planning Section Of the City of Renton has -determined that the subject application is complete according to.submittal requ!rements and,thereforel is. .accepted for review.,:_ It is tentatively scheduled for consideration by.the Environmental Review Committee'on. January 31,2006.Prior to.that review,,you Will be notified ifahy additional information is required to continue pi'ocessing your.application.. In addition,this matter istentatively scheduled for a •Public Hearing on March 7,2006 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grad,Way, Renton.The applicant orTepresentative(s)of the applicant are required to be present at the public headng:A Copy of the staff report will be mailed to you one Week before the hearing.".. ..L: Please contact me at (4.25)430-7219 if you have any questions... Sincerely,"" •D,n Associate Planner -cc:Renton Bible Church /Owner •.-." 1055 South Grady Way -Rent0n,Wash'mgton 98055 .•":.AHEAD OF THE CURVEThistoercorttas50%motek 1.30%oostt-'x,a-Lurr,r • City of Ren on LAHD U,PERNIIT IA$TEI AsI>LICATI@II PROPERTY OWNER{S) NAME:RENTON BIBLE CHURCH ADDRESS:P.O.BOX 2580 CITY:Renton ZIP:98056 TELEPHONE NUMBER:425-226-3590 APPLICANT (if other than owner) NAME: COMPANY (if applicable): ADDRESS: CITY:ZIP: TELEPHONE NUMBER CONTACT PERSON NAME:Patrick Paul COMPANY (if applicable):J.Patrick Mitchell 8, Associates ADDRESS:."12620 t20TM Ave NE Ste 208 .,4CiT":Y Kirkiand ziP:98034 TELEPHONE NUMBER AND E-MAIL ADDRESS: 425821-60§(3;patdcksea@aol.com PROJECT gNFORIATUON I PROJECT OR DEVELOPMENT NAME:RENTON BIBLE CHURCH PROJECTIADDRESS(S)/LOCATION AND ZIP CODE: 973 Union Avenue NE Renton 98056 KiNG COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 092305-9163-03 and 092305-9209-09 EXISTING LAND USE(S):Religious Institution PROPOSED LAND USE(S):Religious Institution EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: RSF Residential Single Family PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): EXISTING ZONING:R-8 ÷ PROPOSED ZONING (if applicable): SITE AREA (in square feet)"81,099 SF SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): PROPOSED RESIDENTIAL DENSITY IN UNITS PERNET ACRE (if applicable): NUMBER OF PROPOSED LOTS (if applicable): NUMBER OF NEW DWELLING UNITS (if applicable): Q:web/pw/devserv/forms/planning/masterapp.doc 12113105 .OJECT aNFORMATBON (co.ued) NUMBER OF EXISTING DWELLING UNITS (if applicable): ;' SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable):14,797 SF SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable):6,409 SF NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable):13,260 SF NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable):7 PROJECT VALUE:$2,116,390 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA,PLEASE INCLUDE SQUARE FOOTAGE (if applicable): n AQUIFER PROTECTION AREA ONE (AQUIFER PROTECTION AREA TWO E)FLOOD HAZARD AREA sq.ft. []GEOLOGIC HAZARD sq.ft. Q HABITAT CONSERVATION sq.ft. []SHORELINE STREAMS AND LAKES sq.ft. []WETLANDS sq.ft. LEGAL DESCRiPTiON OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE SE 1/4 of the NE 1/4 QUARTER OF SECTION 09,TOWNSHIP 23N,RANGE 05E,IN THE CITY OF RENTON,KING COUNTY,WASHINGTON. TYPE OF APPLiCATiON &FEES List all land use applications beingapplied for: 1.Site Plan Review /"3.Conditional Use Permit 2.Environmental (SEPA)Review ")4.Variance Staff will calculate applicable fees and postage:$ (Signature of Owner/Representative) AFFiDAViT OF OWNERSHIP I,(Print Name/s)/_.f "-'-H/3I'--',declare that I am (please check one)__the current owner of the property involved in this application or X the authorized representative to act for a corporation (please attach proof of authorization)and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. I certify that l know or have satisfactory evidence that "Z,¢'.o 1.t'2- signed this instrument and acknowledged it to be hislherltheir free and voluntary act for the uses and purposes mentioned in the instrument. (Signature of OwnerlRepresentative) LJNotaryPublicinandfortheStateof Washington Notary (Print)('1 ["=,L(C..,',()C)'_J(" My appointment expires:[.']0 ...-',,'',,lll.d='`It, Ii ;',,,,,,,"._- Q:web/pw/devserv/forms/planningmasterapp.doc 12/13/05 ect eT"ARrofSTATE :ErURN TO;.CORPORATIONS DMSION p.o.BOX 40234 OLYMPIA,WA g8504,-04 @ lAME OF REGISTEREDAGENT: DAN 6ANNON OPROFr"CORPORA''BO A UAg-RSPORT MakeChecks payable to Secretary of State CORPORATION ACCOUNT;Z-t248&4-& UNIFIED BUSINESS IDENTIFIE t-601 157 7€* STATE OF INCORPORATION:A INC./OUAL,DATE:17_/11/1953 .'ORPORA]3ON NAME AND REGISTERED OFFICE ADORESS: RENTON BIBLE CHURCH c/o DAN 6AH#ON973UNIONAVEHE P0 BOX Z580RENTONEIA98056 TO AVOID AUTOHATIC .DISSOLUTION/REVOCATIONYOUNUSTFILEANANNUALREPORTBYDECENBER,31 20Or*. If iTlaL_or addss pdnted abcn has drged,comple2e$secUon.These acons musih bm authaclz bythe Board of Dt EFFECTIVE NEW AGENT'S SIGNATURE (,,=.,_ ADDRESS OF PRINCIP LP ....."--"l.-| ADDRESS OF FOREIGN CORPORATION'S PRINCIPAL OFFICE WHEREVER LOCATED Ustnantesand ad.esss officers an4 4irectors-"Same"€r "no €aog will n -e Pm$1 ¢m no serv as Seer'/. 'tamo Adamu CZty Zip Iriefly descbe tt allah.sthe €orlP,ora,o is oondmng in the state o(Washimto f yo i€licaled e'J'i what tSthe nahumof and tha reason forthe 7 -.(m=,/,mit,t fib I =m=d t it=idml of i¢¢o-ttkmIf€lmFl==rl .-:....,..%"..-- if y.h-i¢ted"NO"or "Unknown',you may poce to the slgature llne. as =e filed zm ,nlemal Reue Sevio Fon 990 with me IRIS?YES m NO IfyOU idi¢tted%qoP',you mayp¢ocedto Ute tig;tature lirm. Jst T(al Revenue asmp0rtl on IRS Form 9S0.Part I.Line 12 -ist "Unrl Buslmzss Incorn("as re.port,s on IRS Form 990-T |Etv "N/A"if i r to IRS) "ruE OFomc OAE FOP.M 'Sk,E A¢rdingto State La,24.03 RCW,this documert must be signed byelth"il Pnldet,Vlc-raaldet,Seoretary,or Treasurer. (o . ®® Renton Bible Church 973 Union Avenue NE Renton WA 98056 Legal Description: Parcel A: That portion of the Southeast quarter ofthe Northeast quarter of Section 9,Township 23 North,Range 5 East,W.M.,in King County,Washington,described as follows: Beginning at the Northeast comer of said subdivision; Thence West along the North line thereof435 feet; Thence South parallel with the East line thereof 100 feet; Thence East parallel with the North line thereof435 feet to the East line thereof; Thence North along said East line 100 feet to the point of beginning; EXCEPT the East 30 feet thereof for County Road; Parcel B: The South 100 feet of the North 200 feet of the East 435 feet of the Northeast quarter ofthe Southeast quarter ofthe Northeast quarter of Section 9,Township 23 North,Range 5 East,W.M.,in King County, Washington; EXCEPT the East 30 feet thereoffor County Road. Tax Numbers: North Parcel South Parcel 092305-9163-03 092305-9209-09 VE'OP.E.+S .V,CES O,V,S,O.®WAI]VIER OF SUB3=i'AL RIEQURIEMIENTS FOR LAND USE AtPIPLgCA'0"noIN$ !+i+i+++i!+:++++++++++++++i:+++:+:+i::.+++++++++:::::.+:++++++i!++i+++++++i§!++++i+:i :+++++i++++Y+:+++++++i .-i +++++::++++:++++++++ii++++:+++++++++++ii++++:`::++++:+::::+++::+::+++++++++++++++::++:++++++i+:.++i+++++++++++++++++++++++++++++++++++++++:++++::::++:+++++++++++++++++::+++.........................,......+...........................:...................................._..........:.......................Parking,Lot Coverage &Landscaping Analysis 4 :::::::::::::::::::::::::::::::::+::::::::::::::::::::::::::::ii]]!Z!]i!.:i!::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=========================.....:1::::::::::::K::!::ii!::S:.:-:..:-.,:+..-+.:.':-i :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: i Plat Name Reservation 4 Preapplication Meeting Summary 4 ,.............................................+.............+.+........+.................. Rehabilitation Plan 4 Site Plan 2 AND 4 ':' +£;+;+i+i+iSi+++;i +:i:+:+:+8+:+:+:+:+:5:+:!5:+:+:+:!:+::+:+:i:i:i:+::+:+:+:+:+++:+:+:!:+:5:++'+i+++:+:+:+::::+:+:5:i:+:+:+:+:+:+:+:+:58+++:+:!:+:+:+:5:+:i8i:+:+:+:5:E::+:8+:+:+:+:+:+:+:+:+;::+:+:+:+:+:+:+!+':+:+%:+:+:5:+:+:!:!:+:!::!:+:+:+:+:+:+:i:+:+:+ Stream or Lake Study,Supplemental 4 P ....::::::::::+:::...........................:.................................::::::r:::::::::::::::::::::::::::::.............?::.::.::.::.:::::.::::::::::!::................:;::::::::::::::::i#:iii+i;i!+im:;,-..-- Street Profiles !:!!..:......................!;:.;.;::.!:::.::,:!.:+:<-:.:.!::.....................................................i:i..............................!...........i:::i::!:3 f:::{........::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::!:+:;::;:S::::!:i:!:i:i:i:;:::!:i:i:i:i:!::!S E:!:!::.I:!:!:!:!:::::::::i::i::i:;::i:S :::!:!:!:::i::i::!::i::i:!8:!:!:!:!:!:!iliiiiii!iiiiiiiii!ii:!iii!i:i!iiiiiiii!iiiiiiiiii iliiiiii:ili!i:i ii:i!!iiii!iiiiiii!i!iii:ii:iiiiii!iiii:i:iiiiiii!iiiiiii!iiii!I! Topography Map -" :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: +Tree Cutting/Land Clearing Plan + Utilities Plan,Generalized 2 .........................................................................................................................•:..........i1............................ !! ii i ii ii iiiiiiiiiii i ii!ii i !iii i i!i i ii! iiii i i iii+ iii i! i i ii! iii i! ii ii ?:! i!; :i i!ii i iiii ii!i iili !ii!iliiiiiiiii !iiiiii ii i.ii ii!iiii!;ii !ii !ii !;iii+iiii! iii! !ii !i !i+iii !!i i!; iii!ii! !i!i!ii iiii!ii i!iii! ii! iii iii iiii :i ii .: i iii!ii!i i i!i iiii iii:i : iiii! !! ii!iiiiii iii!ii!i + iiii i::+iiii ii i!+! +ii iii ii !i ! :i ! iiii iiiii!!ii!iiiii i i i Wireless: Applicant Agreement Statement NO Inventory of Existing Sites 2 NO 3 Lease Agreement,Draft +m Map of Existing Site Conditions AND 3 Map of View Area o 3 Photosimulations AND 3 This requirement may be waived by: 1.Property Services Section 2.Public Works Plan Review Section 3.Building Section 4.Development Planning Section PROJECT NAME: DATE: Q:\WEBPWD EVSERWFormsPlanning\waiver.xls 07/29/2005 ®oEvE.oP.E.T SE.v,oEs O,V,S, WAgVER OF SUBMITTAL REQUUREMENTS FOR LAND USE APPLgCATONS /\ ii:i::i::ii i!i;:ii:i:::iiii:.::ii;i::;iiii REQUI:REME:S-iiiiii!iiii!iii!ii i:!iil;iiiiiiiii!;ililil i::ili iii!i:::l:i:i;i;iiii!iiiii i iB':II::::iii i;::!i!i ii::iiiiiii::i:.ililiB'iiiiii::iii!il !::iii iiill;!i!iiiii!i!!ii!i-i!iil;.i:i;ii iiiilii:ii:;:,i;i::;:;:ii:.:,ii:i!i;i:.i!iii::i::::i:.i:..:.ii i:Jiiiiiii;i:,'!i ili::ii iii!ii!!ii!i!iiiii!i;i!!:i:i!::i :::iii Calculations Construction Mitigation Description 2 AND,$ .:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;::::::::::;:::,1:::::::::':::::::::::,:.........'....................:;:...............:i.................................................................:............'Density:oksheet i:::::".....::....:"::...............::::::;::::.........::;::::::::::::;::::::::::#::;:;:;::::::;::::::::::;:;;:;;;;;;;:;:;:;;;;:;;;; ,ainage Control Plan 2 :::i:;:ii!,i!i-iiii:i:!:!:!:!:i:;!::::::!::i.::::i::iii::ii;i !;i:!:::!:!;;:!:;:;iiii;!i!:!!ii;ii i;i !!:ii!iiii i i i!i;:;i;:;:;i;i:;:;::i!!!!:;!;:iii!!ii!!iiii!;i :i;i:;ii:;i i!;!!i!;!!;:!i!iiiil,ii!i ii;:;;i:;!;i;!i!!!::ii i !!:i;!I;;:!!;i;;!;!#;;i;!:i!;;#i ii;;!:iii!;ii!!!i!;i i!;;;;i;;i;iiiii!ili;!;iii!i!i::iii!;!!i!i;ii!i!iiiii!i!!!!::::::::::::::::::::::::::::::::::::::::::::::::::Dra na:Bert;::::::::::::::::::::::::::::::........:::::::::::::::::::::::::::::::::........:::::::::::::::::::::::..........::::::::::::::::::::::::::.......::;:::::::::::::::::::::::::::::::::::..........::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::i :i :!::i:::i :!::iii:i ::::;:::::;:!i ::i:i:i :i:::!i :;:;:::::;I !i ::i:i:!::::•:::::::::::::::::::::'::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Elevations,Architectural 3 AND 4 Existing Covenants (Recorded Copy)4 Flood Hazard Data 4 ; !:ii:;:,i:!i i:::'::ii:i:i!iii!iiiiii li ii!iiii i i ::iiiiiiiiii'::ii:!::ii:i iiiiiiiiii;;:::::::::i iii':'"iiiiiii:,iiil ii:ii;iiiii;i;i i::iii',i!i!i!iiiiiiii!ii,',',ii'i'iii'i'ii::::i:!:':';iiiiiiiiii:i,iii!iii!',iii',iiiii',;iiiiii'iiiii!i';i!i ',iiiiiiii;::i!ii:i:iiiiii!!iiiiii!iii ',i:,i',iii',i'i'ii:!:!!:'ii:!i'ii'il iiiiiiii!;!i!ii!iii!!ii::i:i!!iii;ii;i:ii:iii :, Geotechnical Report 3 Grading Plan,Detailed 2 -" King County Assessor's Map Indicating Site 4 :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::!:i::,i i i i iiiii i ,, iLandscape Plan,Detailed,= liisri!in!iiii::i;iiiiiii::::::::i:::::::::::::I ::I I :::: List of Surrounding Property Owners 4 !i!iiEa6i!iiii:!i!:i::i:iii:iiiiiiiiiii!iii:i;iiiiiiii!iiiiiiiii::iiiiiiiiiiiii!i::iiiiiiii!iiiii:iiiiii:i:i!!i!iiiiii:iiiii!iii!iii;iiiiiii::;i:ii!i:ii!!iiiiiiiiiiiii!iiiiii!ii`ii:i;i::ii::iiiiiiiiiiiii=iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii!iiiiiiiiiiiiiiiiiiiiii!ii!i!iiiiiiii!iiiiiiii!iii!i!!iiiiiiiiiiiiiiiii Map of Existing Site Conditions 4 :::::::::::::::::::::::::::::::::::::::::.:::i:::::::::::::::::::::::::::::::::::::::::!h::::::::::::::::!:i:;iilililili!!i}!i i i??!i?ii!i iiiil :i:?!!!?!ii!ii?!ii!i iil iii!iiii!i!!iiil i!i!!ii? Monument Cards (one per monument) This requirement may be waived by: 1.Property Services Section 2.Public Works Plan Review Section 3.Building Section 4.Development Planning Section PROJECT NAME: Q:\WEB\PWDEVSERVForms\Planning\waiver.xls 07/29/2005 I(t @ RENTON BIBLE CHURCH (RBC) CUP PRE-AP MEETING @ RENTON CITY HALL DATE:2/10/05 @ 2:00 PM Present:Jerry (Baseline Engineering) Dan Charles (RBC) J.Patrick Mit(hell (JPM)(Architect) ® Jill Hall (Planner inCharge) Jan Illian (Sewer/Water/Storm) Craig Bumell (Building Plan Review) __ Notes by JPM (See attached City of Renton (RBC)Memorandum Notes Section A-D page 1-11) A.Jim Gray,Assistant Fire Marshal:Reviewed attached Memorandum with us #1-5. 1.JPM to check to see if 3 fire hydrants or two that exist (see drawing),if One of them can/will meet the 300 ft rule. Jan told us that when fire flow exceeds 2500 GPM a loop fire line is required.See attached plan drawn by Jan showing suggested layout.A 15'easement is normally required,but City will allow a 10'easement on north side of building with 10"waterline 5'-0 from PL May need to move north addition from 10'-0 from PL to 12'or 13';No overhang can penetrate 10'water easement. If Fire Marshal and Architect Can figure out a way to get fire flow from 3000 GPM down to 2500 GPM,then a loop line is not required. Iftwo fire hydrants are on property,Fire Marshal prefers they be 50'from building.. . 3. 4. 5. See Memorandum. See Memorandum. See Memorandum.(RBC)meets these requirements. See Memorandum.(RBC)meets these requirements since truck can circle around through west parking lot to turn around. Comment:Fire ;flow is actually 5000 GPM in area,so we are ok for fire flow.(See "C"#3 by Jan. B, C. Building Code:by Craig Burnell 1-5 See attached by Craig Bumell. 6-7 Comments written by JPM as pointed out by staff. Utility Plan Review:Jan Illian water: 1-8 3. 4. See attached. 5000 GPM @ 70 psi existing fire flow. If a larger water meter than existing 3/4"for domestic (separate water meter for landscape irrigation is allowed)is required for additions -then a (SDC)charge of $0.213/SF x 81,098 SF =$17,274.08 is required. Sanitary/Sewer: 1-4 See attached. 3.If domestic water meter is increased in size,then a (SDC)charge will be assessed of $0.126/SF x 81,098 SF =$10,218.(Review Note 3 for possible redevelopment credit.) 4.Grease trap or interceptor required for kitchen. Page 1 of 3 RENTON BIBLE CHURCH (RBC) CUP PRE-AP MEETING @ RENTON CITY HALL DATE:2/10/05 @ 2:00 PM ® Utility Plan Review:Jan Illian (continued) Surface Water: 1-3 See attached. See Sheet #9 for proposed Storm Drainage Plan.Baseline Engineering has designed storm drainage to meet KC Surface Water Manual 1998 Level 2 Flow Control per #2. (Down Storm Analysis?Baseline Engineering do as required.) Comments:General comments,see 1-4. O.Planning /Building /Public Works:Jill Hill See "D"1-13,page 6-11. 5a.,5b.Review. 5c.Accessory structures are also included in building lot coverage.(Need to refigure building lot coverage.Also need to get exact size of existing storage shed to be relocated.) 5f.Driveway access.See attached Driveway Design Standards: a.Current south access Master Plan design width is 36'.Maximum width is 30'per Section 3c of Driveway Standards. b.Change Master Plan to 30'with one in and one out lane only. 5g.It appears we exceed 30%of compact stall requirement;30%of 100 =30 compact cars.We now show 47 compact stalls.(JPM used normal 50%rule of most jurisdictions.)JPM needs to redesign to reduce compact stalls and/or apply for Modification at CUP.(See 5h page 8.) .Landscaping:a-e b.42"+Fence already exists,check out landscape area requirements.Note:51-99 cars require 25 SF landscape,100+requires 35 SF per stall.Landscaping can be in excess of 5'setback in PL plus interior landscaping.May want to reduce parking from 100 to 99 to use 25 SF/stall,or apply for 6e Modification. c.Irrigation system required with separate meter.See 5c for further requirements. d.Tree count (verify).Take note of other requirements. 7.Refug_e_:Take note of requirements and adjust plan/location as required or request Modification per 7c. 8.si_Lq.o.:See Section page 9. 9.Sensitive Areas:See Section page 9. 10.Permit:See Section page 9. Page 2 of 3 ® RENTON BIBLE CHURCH (RBC) CUP PRE-AP MEETING @ RENTON CITY HALL DATE:2/10/05 @ 2:00 PM ® D.Planning /Building /Public Works:Jill Hill (continued) 11.CUP:See Section page 9. 12. Traffic:Per Jill and Jan,no Traffic Study is required for expansion.However,a current auto trip count study needs to be done and a proposed tdp count needs to be done.If addition to building and parking causes trip count to increase,then City will charge Traffic Mitigation Fee of $(See 12a page 10 for Fee)for additional trips. Fees: a.Transportation Mitigation Fee $75 x d = b.Fire Mitigation Fee $0.52/SF of new construction. $0.52 x 14,861 SF =$7,727.72 13.See handout for all related fees,page 10. .:: Page 3 of 3 . CTY OF NTON F]I]J PREV]ENT][ON BUEAU MEIOIRAglDUM ) ) DATE: •TO: FROM: SUBJECT: January 27,2005 +. Jill Hall,Planner ,Bt] Jim Gray,Assistant Fire Marshal Jj Renton Bibie Church Addition,97 Union Ave.NE Fire Department Comments: t/"1.The preliminary frre flow is 3000 GPM,hydrant is required within 150 feet of the structure and'two ad-&'tional hydrants are required within 300 feet of the structure. //2.A fire mitigation fee of $7,727.72 is requiredbased on $.52 per square "fo(t of the new add,ff0"s ' v/3.lans and permit are required for the installation of spi-inkler,fire alarm and kifchen hood fire suppression systems. 4.Fire Department access roadways are required to within 150 feet of all portions of the building exterior.Roadways are a minimum 20 in widthwithaminingradiusof45footoutsideand25footinside.g 0/(.) v/5.Fire department dead-end access roadwaysover 150.feet in length are +required to havean approved turnaround.:ii Pe3 A1J3¢) Please feel free to contact me if you have any questions. i •••L-tk))/..-.Fire Prevention Bureau "•". :.:'i.:..:-jgray@ci&enton;wa.us • "Renton City Hall-6th Floor 1055 South Cdy Way "Renton,Washington 98055.•.+ i"l "..(4z )4 7oz FAX#(425)4307044 www.ci.rentonwa.Us":-+."i J "7 ) PLANNING/BUILDINGfPUBLIC WORKS Craig Burnell Building Plan Reviewer Development Services Division - Building InspectionsI Permits -. cburnell@ci.renton.wa.us Renton city Hall -6th Floor 1055 South Grady Way Renton,Wtshington 98055 (425)430-7290FAX#(425)430-7300 www.Ci renton.wa.us CITY OF RENTON UTBUTY PLAN REVIEW TO:Jill Hall (LJan Illian x 7216FROM: rl-DATE:J February 7,2005 Plan Re.viewEngineering SpecialistiDevelOpmentServisDivision- ".PI lnspeCtions,ermits . :."jillian@ci.renton::wa.us • RentOn city Hall-6thFloor-"""(€?.5).430-72 1055 South Grady Way .FAX#(425),€3(g73, -Renton,Washington 98055 .Www.cLrenton.wa.. SUBJECT:PREAPPUCATON REVUEW COMMENTS PREAPP NO.05-013 RENTON BIIBLE CHURCH ADDnTION 973 -Union Ave NE NOTE ON PRELIIMIINARY REVIEW COEqMENTS CONTAINED iN THIIS REPORT: The following comments on devellopment and permitting ssues are based on the pre=appHication submtalls made to he CJy of Renton by the appllicant.The applicant is cautioned that information contallned n this summary-may be subject to modification and/or concurrence-by officiall decision makers (e.g.Hearing Examiner,Boards of Adjustment,Board of Public 'Vorks and CE3f Council).Rev!ew-comments may also need to be revllsed based on site planning and other design changes requllred by the City or made bythe appHcanL . . . 4. . • There is an existing 12-inch water main fronting the site in Union Ave NE S.3 Street.See water drawing WTR27-0301. There is an existing ¾-inch domestic water meter serving the existing building. The proposed project is located in the 565 water pressure zone and is inside Aquifer Protection Zone 2.Pressure available is approximately =70 psi.Available._____fififire flow is approximately 5,000 gpm offthe 12-inch main in Union Ave NE. 'ste_rn Development Charge (SDC)of $0.213 per square foot of gross site area wil!apply if_ffo.!icant increases the size-'ot the domestic meter.A redevelopmen't Credit--will be grven /or existing service to the site.This is payable at tEeime the utility permit is issued: Preliminary fire flow required by the fire department is 3,00_Q_qpm.Extension of a 10-inch water main around the building will be required.Three hydrants ll'i"requwed.One Eydrant is -requ-ed within 15o feet and two additional with in 300 feet.Existino hydrants may be counted for ote"s biect to verification that the required distance is met.Hydrants shall b retrofdted with Storz =quick disconnect"fittings if not already in place. =Fire spdn_kler system is required to be installed.A separate no fee utility permit and separate plans will be required for the instaHati0n 0f the double detector check valve assembly for the fire sprin.,,kller System.All devices installed shall be per the latest Department of Health =Approved List"of Backflow Prevention Devices.Civil plans shall show location of device and should note:"Separate plans and utility permit for DDCVA installation for Fire Sprinkller System will be required". ....Rc-r,on Bible ChurchPage2of3 ":":""!....... For DDCVA installations inside the building,applicant shall submit a copy of the mechanical plan showing the location and installation of the backflow assembly inside the mechanical room. Installation shall be in accordance with the City of Renton's requirements.DDCVA shall be installed immediately after the pipe has passed through the building floor slab.Installation of devices shall be in the horizontal position only. All DDCVA devices shall be tested by a certified backfiow assembly tester.A copy of the test report shall be provided to the City prior to the issuance of a temporary certificate of occupancy. . . ,.Landsc-.J312e ird0ation systems will require a separate water meter and backflow devioA_. p_lumbi_nq permit will be required. DCVA device shall be tested by a certified backflow assembly tester.A copy of the test report shall be provided to the City prior to the issuance of a temporary certificate of occupancy. Buildings,which exceed 30 feet in height,will require a backflow device to be installed on the domestic water meter per the Uniform Plumbing Code.Aseparate plumb!ng permit is req SANITARY SEWER 1.There is an 8-inch sewer main in Union Ave NE. 2.There is an existing side sewer serving the building.The existing side sewer will need to .b,e relocated as the new addition is shown to be in the same location of the-side sewer.See side sewer drawing. 3.Sanitary Sewer System Development Charge (SDC)of $0.126 per SCluare foot of 9ross site area y if applicant increasesthe size of the domestic meter.A redevelopment credit will'e given for existing serviis is payable at the time the utility permit is issued. 4.|(ood preparation facilities are proposed,a_grease trap or grease intewill be required to be installed.A separate plumbing permit will De required SURFACE WATER 1.There are storm drainage improvements (conveyance system)fronting the site in Union Ave NE. 2.A storm drainage plan and drainage report is required with the site plan appli,This site lrains souTh-to'the MaplevvoodCreekBasifi..Due to documented downstream flooding and erosion issues,staff will recommend a SEPA condition requiring this project to complywith the 1998 King County Surface Water Manual,Level 2 flow control. 3.Applicant will be required to submit ructural plans for review and appr_oval under a rmit for proposed detention vault.Special inspection from the building departments"required.----"-r / ,GENERAL COMMENTS 1.Due to the additional plumbing fixtures being added to the new addition,applicant may be required to upsize the existing ¾-inch domestic water meter.A separate plumbing permit will be required.Additional System Developme.rjt Charges will apply." 2.Separate permits forw)ater meters,)side sewers,CIrrigation meters and(stOrm drainaget-•--connecttons are required. Renton Bible Church Page 3 of 3 ®® 3. . The site is located in Aquifer Protection Zone 2 and may be subject to additional requirements per City code.Constructed secondary containment may be required if more than 20 ,qallons of relulated hazardous materials will be present at the new facility (RMC 4-3-050H2d(i)).Certain uses require operaUn.q permits (RMC 4-9-015).A fill source statement (RMC 4-4-060L4)is: required if more than 100 cubic yards of fili material wiil be imported to the project site. Construction Activity Standards (RMC 4-4-030C7)shall be followed if during construction,more than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site. Surface Water Management Standards (RMC 4-6-030E2 and 3)--Biofilters,stormwater conveyance,and water quality ponds may require a groundwater protection liner.Impervious surfaces shall be provided for areas subject to vehicular use or storage of chemicals. Rockedes/Retaininq Walls.All rockedes or retaining walls,greater than 4 feet in height to be constructed as part of this site will require a separate building permit and shall have the following separate note be included on the civil plan:"A licensed engineer with geo technic.all experse must be retained for proposed rockeries greater than four feet in height.The engllneer must monitor rockery constructllon .and verify in writing that the.rockery was constructed in.generall accordance wh •ARC standards and with.his/her •supp,ementall recommendations,in a professional manner and of competent :and .suitablle material WrEen vercaon by the engineer must be provided o the CE3f of Renton publlic works inspector prior to approval of an occupancy permit or pgat approvaB for the projecL Aseparatebuilldingpermwillllberequired.= cc:Kayren ICdllick © DATE: TO: FROM: SUBJECT: @ ®CITY OF RENTON @ PLANNING/BUILDING/PUBLIC WORKS !i Jill Hall Associate Planner Development Services Division -Development/Planning .jlall@ci.renton.wa:us Planning/Building/Public Works Renton City Hall -6th Floor ,(425)430-72MEMORANDUMz05sSouthCradyWay-.FAX#(425)430-73 Renton,Washington 98055 www.d.renton.wa. ..................................:.....J..... February 10,2005 Pre-Application File No.05-013 Jill Hall,Associate Planner,x7219 Renton Bible Church Addition c) General:We have completed a preliminary review of the pre-application for the above- referenced development proposal.The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review.The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g.,Hearing Examiner,Zoning Administrator,Board of Adjustment,Board of Public Works,and City Council).Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant.The applicant is encouraged to review all applicable sections of the Renton Municipal Code.The Development Regulations are available for purchase for $50.00 plus tax,from the Finance Division on the first floor of Ci Hall. Project Proposal:The proposal is to construct an addition and remodel an existing church located at 973 Union Avenue NE.The subject site contains an existing 7,148 square foot church and 720 square foot portable structure.The project would involve the removal of the 720 square foot portable structure and the demolition of 912 square feet of the east section of the existing building.The project would be constructed in two phases.The first phase to be built from 2006 to 2009 proposes to construct the first floor addition on the eastern side of the church,remodel the existing structure,and install the required site improvements (e.g.parking, landscaping,drainage,etc.).Phase II is proposed to be constructed from 2009 to 2015 and involves constructing the remaining first floor addition on the western side of the church and the second floor addition. Consistency with the Comprehensive Plan:The existing development is located within the Residential Single Family (RSF)Comprehensive Plan Land Use designation.The following proposed policies are applicable to the proposal: Objective LU-X:Site religious and ancillary facilities in a manner that provides convenient transportation access and minimizes their adverse impacts on adjacent land uses. Policy LU-105.Parking should be provided on-site and buffered from adjacent uses. Policy CD-40.Structures should be designed (e.g.building height,orientation,materials,color and bulk;)to mitigate potential adverse impacts,such as glare or shadows on adjacent less intense land uses and transportation corridors. Policy CD-41.Rooftops that can be seen from public streets,parks,or open space should be designed to hide mechanical equipment and to incorporate high-quality roofing materials. @ @ ® ('Policy CD-43.A variety of architectural desiqn and detailing should be encouraged as long as j ..,..-site functions connect to a--dincent development.In-novative use of building materials and finishes should be promoted. Policy CD4.Development should provide appropriate landscaping and fagade treatmenJL ZJ' when located along designated City arterial or adjacent {0 less intense developments in order to mitigate potentially adverse visual or other impacts. Policy CD-69.Appearance of parking lots shoulde improved by screening through appropriate combinations of_landscaping,fencin andberms. Zoning Requirements:The subject property is located within the Residential-8 dwelling units__-_jr" per acre (R-8)zoning designation.A church is permitted as a conclitional use and must comply t// wwith the _reements of the R-8 z6ne.Both phases of the proposed project qualify as an expansion of the church "use",and trigger a Conditional Use Permit. t,Development Standards:The subject site is currently developed with an existing 7,148 square foot church and a 720 square foot portable structure,along with associated parking and utility IgL'improvements.The proposed addition andremodel would require theexisting church to be brought int_o ce with all Fire Safety and Building Occupancy ruirements.If ')Minimum Lot Size,Width and Depth The minimum lot size permitted in the R-8 is 4,500 square feet for parcelsgreater than 1 acre and 5,000 square feet for parcel 1-acre or less.'A "rnimuot width 0f--50 feet forinterior lots and60 feet for corner lots,as Well as a minimum lot depth of 65 feet,is also required.The existing site complies with these standardsY" Buildinq Standards -The R-8 zone allows a maximum buildin covera e of 35%of the lot area'.......g gor2,500 square feet,whichever is greater for!ots cJver 5,000 square feet in size._Lots under /5 feetjn slzeare permitted amaxlmu_rn building coverage o_f 50 Yo of the lot area;/ {./"Building height is restricted fo 30 feet and two stories.Detached accessory structures must z..-/ remain below a height of 15d 0ne-story with a ross tloor area that is less than he .pnman/structuze.Accessory structures are also cluded in building lot coverage calculations..* <}'Seacks-Setbacks are measured frornthe Prvpperty lines to the nearest point of the structure: required setbacks in the R-8 zone are 15 feet in front for the primary structure and20 feet in the front f6r attached arages,20 feet in the rear,5 feet on interior side yards,and 15 feet on side yards along streets,v" e")Heiqht-The R-8 zone allows a maximum buildin of_2 torisJor a_total of 30 fP__,,84F_,V .-Access/Par.king:Access to the church is provided through two existing driveways off of Union Avenue NE.V'[he proposal is to consolidate the driveways down t Th.h_e driveway "J" the...._dnvewaY design sta_..ndards of-RMC4-4-0801. 'Parking number of off-street stalls based the amount ofregulationsrequireaspecificparkingon square footage dedicated to specific uses.Parking requirements for Religious institutions are below asfollows: V"Religious Institutions: 1for each 5 seats in the main auditorium,however,in no case shall there be less than 10 spaces.For all existing institutions enlarging the seating capacity of their auditoriums,1 additional parking space shall be provided of every 5 additional seats provided by the new construction. @ @ h G) © /J Parking stall dimensions are 9 x 20 feet for a standard stall and 8 1/x 16 feet for compact stalls. Compact stalls may not account for more than 30%of the total parking spaces.Based on the 100 stalls proposed,no more than 30 parking stalls may be compact stalls.Based on the number of parking stalls proposed,4 are required to be ADA accessible and must meet the requirements of the Washington State Barrier Free Standards as adopted by the City of Renton. The proposal appears to meet these standards. Whenever there are practical difficulties involved in carrying out the provisions of this Section, modifications may be granted for individual cases in accordance with the procedures and review criteria in RMC 4-9-250D. Landscaping:_Conceptual and Detailed landscape plans are required at the time of formal ;plan s mustbeprepce wi'th RMC 4-8-1-2--.neral,onsit-e" landscaping is required along street frontages and within pervious areas.In addition,street trees are required for projects that front public streets.P/ 1tl Landsca in is r uired in arkin areas as.follows:a planting area or berm with landscaping shall bee p.vided on those sides of a parking lot that a-re adlacenTto or ab.uttinq DrQDerties us.d aEorzoneci-f-orresidentialEurposes,a minim'um of42"screening fencin lieu of landscaping may be permitted if good cause is shown.Any landscaped area shall be a minimum of 5 feet in width.Se_parking lots with more than T,stalls shall be landscaped as-follows:15-50 stalls require 15 sq.ft.of landscaping per parking space;51-99 stalls require 25 sq.ft.of landscaping per parking space;and stalls re_quire 3sq.ft.of landsc_aping per_p_arking space. underground irrigation system shall be required to be installed and maintained for all ed areas.The irrigation system shall provide full water coverage of the planted areas as specified on the plan. The site plan submitted by the applicant indicates that 29 trees exist on the property and that 26 of those trees will remain.Additional trees are recommended to replace the trees proposed to be removed and to provide additional vegetative screening from the adjacent residential areas.No square footages were provided for proposed landscape area,staff was unable to determine if proposed landscaping meets the landscaping requirements.Conceptual and Detailed Landscape plans detailing out the required and provided landscape square footages is required prior to formal land use application. Whenever there are practical difficulties involved in carrying out the provisions of this Section, modifications may be granted for individual cases in accordance with the procedures and review criteria in RMC 4-9-250D. Refuse and Recyclables Standards:A minimum of 2 sq.ft.per every 1,000 SClJt.of building gross floll be oroyided for rec'clables......deposit areasand a minimum of 4 s..fter 000 s .ft.of .il.d!n oss floor area shall be provided for refuse deposit areas.Outdoor refuse and recyclables deposit areas shall no.e located in any requiredetback or !andscape areas,nor shall they be located withint50 feet of any residentially zoned prope_rty.Collection -p-oTn'ts shall be located in a manner s5 that nau-firtucks d5 5or obstruct pedestrian or vehicle traffic on-site,or project into any public right-of-way.S_ignsno_t_exceeding 2 sq.ft.shall identify refuse and recyclable areas. Refuse and recyclable areas shall be screened with a minimum 6-foot high fence.A screening detailmus_._.__tt be submitted for approval at the time of formal land 5se a Whenever there are practical difficulties involved in carrying out the provisions of this Section, modifications may be granted for individual cases in accordance with the procedures and review criteria in RMC 4-9-250D. Signs:Churches located in residential and mixed-use zones may have 2 on-premise $14'J identifyin"gsigns area on onefaac.be illumir/ated by not v 2/IP_! :animated shall be for i-ocationidentHmcati6n only and shall display no copysymbol or device other than that in keeping with the development.signs shall be no higher than ft.above any established grade and shall be no closer than 10 ft.to any street right-of-way or5 .t-6-any side prope_._dne_ Sensitive Areas:Based on city records,the site is located within an "Aquifer Protection Area (Zone 2)".If more than 100 cubic yards of fill is proposed a Source Statement is required for each source location from which imported fill will be obtained.However,Iocstion within the ,., Aquifer Protection Area does not trigger Environmental Review..J0 l!/[JJi f'/,2" P.,ermt ReLl,rements:The proposal.wj)):d require a_Hearin.q Exa_m,ner Conditional. use vermiSite Plan Review,as well a'Environmental (SEPA)Review The review p would require a public hearing and would be completed in an estimated time frame of 12 weeks once a complete application is accepted.The application fee for the Hearing Examiner Conditional Use would be $2,000,the application fee for the Site:Plan Review is $1,000,and the Environmental Review d on project value.P.cts valued under $10-0,000 have a $400.00 fee and projects over $100,000 are $1000.00;4-1wever,for joint land use applications, the applicant pays the full fee for the most expensive application and one-half for related applications.Detailedinf0rmation regarding the land use application submittal is provided in the attached handouts_ ]Conditional Use Criteria:In order to obtain approval of a conditional use and expansion of the the proposal must satisfy specific criteria.The purpose of a conditional use permit is to allow certain uses in districts from which they are normally prohibited.The evaluation of the proposed use must be deemed consistent with other existing and potential uses within the general area of the site.It is the applicant's responsibility to adequately demonstrate the facts justifying the approval of the conditional use permit based on the use's compatibility with ALL of the following criteria (RMC section 4-9-030G): o Comprehensive Plan o Community Need o Effect onAdjacent Properties,including lot coverage;yards and he!ght . o Compatibility o Parking o Traffic o Noise,Glare o Landscaping o Accessory Uses o Conversion o Public Improvements Staff examines the existing residential uses located adjacent to the subject site into consideration when evaluating the conditional use criteria.It is important to note that staff is only able to make a recommendation and that the Hearing Examiner makes the final decision for a conditional use permit.However,it is likely that staff would recommend approval,provided adequate measures are taken to reduce impacts to the adjacent residences. l©Fees:In addition to the applicable land use,building,construction and sign permit fees,the following mitigation fees may be required prior to the issuance of building permits: o A Transportation Mitigation Fee based on $75 per each new average daily trip attributable to the project;and o A Fire Mitigation Fee based on $0.52 per square foot of new construction. A handout listing all of the City's Development related fees in attached for your review. cc:Jennifer Henning @ ®® r !DRIVEWAY DESIGN STANDARDS:"" t.Driveway Location -Hazard Prohibited:No driveway shall be constructed in such a manner as to be a hazard to any existing street lighting standard,utility pole,traffic regulating device,fire hydrant, adjacent street traffic,or similar devices or conditions.The cost of relocating any such street structure when necessary to do so shall be borne by the abutting property owner.Said relocation of any street structure shall be performed only through the department and person holding authority for the particular structure involved.(Ord.4517,5-8-1995)" 2.Driveway Spacing Based Upon Land Use:r a.Industrial,Warehouse and Shopping Center Uses: i.The location of ingress and egress driveways shall be subject to approval of the Planning/Building/Public Works Department under curb cut permit procedures. iL There shall be a minimum of forty feet (40')between driveway curb returns where there is more than one driveway on property under unified ownership or control and used as one premises '-' :iii.Driveways shall not be Closer than five feet (5')to any property line (except as allowed under subsection 17 of this Section,Joint Use Driveways). b.All Other Uses: i.The location of ingress and egress driveways shall be subject to approval of the Planning/Building/Public Works Department under curb cut permit procedures. ii.Driveways shall not exceed forty percent (40%)of the street frontage.(Ordl 3988, 4-28-1986) iii.Driveways shall not be closer than five feet (5')toany property line (except as allowed under subsection 17 of this Section,Joint Use Driveways).(Ord.4517,5-8-1995) iv.There shall be a minimum of eighteen feet (18')between ddveway curb returns where there is more than one ddveway on property under single ownership or control and used as one premises. 3.Ddveway Width iViaximums Based Upon Land Use: a.Industrial,Warehouse and Shopping Center Uses:. .i:Driveways shall not exceed forty percent (40%)of the street frontage. :.ii,The width of any driveway shall not exceed fifty feet (50')exclusive of the radii of the returns or taper section,the measurement being made.parallel to the centedine of the street roadway. iii.The Board of Public Works may grant an exception upon proper application in writing and for good cause shown,which shall include,but not be limited to,the absence of any reasonable alternative. •b.Single Family and Duplex Uses:The width of any driveway shall not exceed twenty feet (20')exclusive of the radii of the returns or taper section,the measurement being made parallel .to the centedine of the street roadway. c.All Other Uses:The width of any ddveway shall,not exceed thirty _feet (30')_._exclusive__--°f the @2002 CodePublishing,Inc."Page 1 radii of the returns or the taper section,the measurement being made parallel to the centerline of the street roadway. 4.Maximum Number of Driveways Based Upon Land Use: a.Industrial,Warehouse and Shopping Center Uses:There shall not be more than two (2)driveways for each three hundred thirty feet (330')of street frontage on property under unified ownership or control. b.All Other Uses:There shall not be more than two (2)driveways for each three hundred thirty feet (330')of street frontage for a single ownership,except where a single ownership is developed into more than one unit of operation,each sufficient in itself to meet the requirements of this Section.In such case there shall not be more than two (2)driveways for each unit of operation.(Ord.3988,4-28-1986) 5.Driveway Angle -Minimum:The angle between any driveway and the street roadway or curb line shall not be less than forty five degrees (45.). 6.Driveway Grades -Maximum Based Upon Land Usei a.Single Family and Two (2)Family Uses:Maximum driveway slopes shall not exceed fifteen percent (15%),provided tl!at driveways exceeding eight percent (8%)shall provide slotted drains at the lower end with positive drainage discharge to restrict runoff from entering the garage or crossing any public sidewalk.To exceed fifteen percent (15%),a variance from the Board of Adjustment is required. b.All Other Uses:Maximum driveway slope shall not exceed eight percent (8%).The Board of Public Works may allow a driveway to exceed eight percent (8%)slope but not more than fifteen percent (15%)slope,upon proper application in writing and for good cause shown, which shall include,but not be limited to,the absence of any reasonable alternative.To exceed fifteen percent (15%),a variance from the Board of Adjustment is required. 7.Joint Use Driveways: a.Benefits of:Joint use driveways reduce the number of curb cuts along individual streets and thereby improve safety and reduce congestion while providing for additional on-street parking opportunities.Joint use driveways should be encouraged when feasible and appropriate.(Ord.4517, 5-8r1995) b.Where Permitted:Adjoining Uses may utilize a joint use driveway where such joint use driveway reduces the total number of driveways entering the street network,subject to the approval of the Planning/Building/Public Works Department.Joint use driveways must be created upon the common property line of the properties served or through the granting of a permanent access easement when said drivfway does not exist upon a common property line.Joint use &ccess to the driveway shall be assured by easement or other legal form acceptable to the City.(Ord.3988,4-28-1986 and Ord.4517,5-8-1995) %- ....| ©2002 Code Publishing,Inc.Page 2 Project: ®® CONDUTOONAL USE PERMIT JUSTnFICATION Renton Bible Church973UnionAvenueNERentonWA98056 'vroN u A.Comprehensive Plan Consistency with the Comprehensive Plan:The existing development is located within the Residential Single Family (RSF)Comprehensive Plan Land Use designation.The following proposed policies are applicable to the proposal: Objective LU-X:Site religious and ancillary facilities in a manner that provides convenient transportation access and minimizes their adverse impacts on adjacent land uses.The site is accessed from Union Ave NE,a major arterial street. Policy LU-105.Parking should be provided on-site and buffered from adjacent uses.Parking for t02 cars will be provided on-site,minimum of 77 spaces are required.A 9'-t4'wide buffer of landscaping will be provided around the parking area. Policy CD-40.Structures should be designed (e.g.building height,orientation,materials,color and bulk;) to mitigate potential adverse impacts,such as glare or shadows on adjacent less intense land uses and transportation corridors.The tallest height of the proposed additions is 30 ft.The Multipurpose Worship Center has a clearstory steeple that is 38 ft.high and a cross that extends up to 44 ft. itost of the facility is between t2 and 24 feet high.Structures are designed to break up the size and through use of materials and color to blend with surrounding residential buildings.Both existing and new landscaping around the building will buffer the building from the surrounding property. Policy CD-41.Rooftops that can be seen from public streets,parks,or open space should be designed to hide mechanical equipment and to incorporate high-quality roofing materials.There will be no rooftop mechanical units. Policy CD-43.A vadety of architectural design and detailing should be encouraged as long as site functions connect to adjacent development.Innovative use of building materials and finishes should be promoted.A variety of forms and finishes are used to relate the facility to the residential character of the surrounding property. Policy CD-44.Development should provide appropriate landscaping and facade treatment 'when located along designated City arterial or adjacent to less intense developments in order to mitigate potentially adverse visual or other impacts.Existing street trees along Union Avenue NE will buffer and screen the building facade from the arterial. Policy CD-69.Appearance of parking lots should be improved by screening through appropriate combinations of landscaping,fencing,and berms.Most of the site is already screened from adjacent property.Extensive additions to the existing landscaping will add to the screening of the Church parking area and facility. ,B.Community Need There shall be a community need for the proposed use at the proposed location,In the determination of community need,the reviewing official shall consider the following factors among all other relevant information: Renton Bible Church has been ministering in the Renton highlands for more than 50 years.But in the last decade,the use of our facility has grown significantly and the result is that we have outgrown our space. First,we are out of space for Christian education during Sunday mornings.Not only are we full and unable to add any classes in our current building,but also two of our Sunday school classes are forced to meet off campus.In order to continue to increase our impact to families and children in our area,we need greater space for classes. Secondly,more than half of the children who attend our mid-week children's program on Wednesday evenings (AWANA)are from our community and do not even attend our church.But our activities in this program have been desperately lacking due to the fact that our sanctuary is too small to host our games time adequately.With a new sanctuary we will have a space large enough not only to house our current children but also to extend our outreach even more significantly to the chiidren in our community. Finally,we feel it is important to share our church facility with others in the community and have done so in the last six months with groups including the American Red Cross (blood drive), homeowners associations,and Vision House (ministering to families in crisis).We also share our building on a weekly basis with a Hispanic congregation,Roca Fuerte (Saturday evenings),and another congregation called Victory Faith (Thursday evenings). 1.The proposed location shall not result in either the detrimental over-concentration of a particular use within the City or within the immediate area of the proposed use. 2.The proposed location is suited for the proposed use. With regards to any possible "detrimental"impact,we do not foresee any significant issues.Our location continues to be well suited for church ministry given the flow of traffic on Union Ave HE and the other significant activities nearby (Honey Dew Elementary,Renton Nazarene,Rainier Christian School and Kiwanis Park).Given our proximity to these other larger venues,our church fits in very well with the area in which we are located. With regards to adverse effects,we are not expecting a significant jump in attendance and do not believe that our church renovations are significant enough to warrant any concerns for adjacent properties.On the contrary,we expect that our construction will more likely raise property values as we improve our facility and grounds. C.Effect on Adjacent Property The proposed use at the proposed location shall not result in substantial or undue adverse effects on adjacent property.- o Compatibility:The proposed use shall be compatible with the residential scale and character of the neighborhood.The forms of the new additions along with the selection of exterior materials have been chosen to blend with the surrounding homes.Gable and shed roof forms with asphalt shingles.The exterior finish is stucco and horizontal lap siding. °Parking:Parking under the building structure should be encouraged.Lot coverage may be increased to as much as 75%of the lot coverage requirement of the zone in which the proposed use is located if all parking is provided underground or within the structure.Parking has been removed from the front of the Church away from Union Ave NE and relocated to the South and West of the Church Facility.Because this is an addition to an existing Church it is not possible or financially feasible to put the parking under the building. o Traffic:Traffic and circulation patterns of vehicles and pedestrians relating to the proposed use and surrounding area shall be reviewed for potential effects on,and to ensure safe movement in,the surrounding area.Removing the NE driveway to the site and having just one driveway at the SE corner of the site will improve traffic and circulation patterns. o Noise,Glare:Potential noise,light and glare impacts shall be evaluated based on the location of the proposed use on the lot and the location of on-site parking areas,outdoor recreational areas and refuse storage areas.Cutoff type luminaries are proposed for the parking area to prevent light from spilling onto adjacent property.There will be a screened preschool play area on the North side of the Church.We are asking that the screened refuse storage area set back be reduced from 50'tO 28'.The Church does not produce large quantities of refuse and pick up is just once a week. o Landscaping:landscaping shall be provided in all areas not occupied by buildings or paving.The Hearing Examiner may require additional landscaping to buffer adjacent properties from potentially adverse effects of the proposed use.There is a proposed buffer of landscaping around the entire site along with the existing fencing. o Accessory Uses:Accessory uses to conditional uses such as day schools,auditoriums used for social and sport activities,health centers,convents,preschool facilities,convalescent homes and others of a similar nature shall be considered to be separate uses and shall be subject to the provisions of the use district in which they are located.There are no plans for accessory uses listed above at this time.::- °Conversion:No existing building or structure shall be Converted to a conditional use unless such buildingor structure complies,or is brought into compliance,with the development standards. Existing facility will be brought into current compliance as well as the new structures being built in compliance. • o Public Improvements:The proposed use and location shall be adequately sewed by and not impose - an undue burden on any public improvements,facilities,utilities and services.Approval of a conditional use permit may be conditioned upon the provision and/or guarantee by the applicant of necessary public improvements,facilities,utilities and/or services.We do not see a need for public improvements due to this expansion. Project: Site Area: Permits: Zoning: Current Use: ® Renton Bible Church 973 Union Avenue NE Renton WA 98056 PROJECT NARRATIVE @ 6 2OO5 200'x 405'81,099 SF or 1.86 Acres Conditional Use Permit,Land Use Review,SEPA Review,Site Development Permit R-8 There has been an existing Church on the site since 1955.The Church Facilities consist of a one story main building of 7,329 sq.ft.comprising a Sanctuary that seat 140,a foyer, restrooms,offices and Sunday School classrooms.In addition there is a classroom portable of 720 sq.ft.There is parking on the site for 69 cars on mostly gravel surfacing. -Current Church Schedule: Day Activities Time of day Sunday Sunday Sunday Sunday Monday Monday Tuesday Tuesday Wednesday Wednesday Wednesday Wednesday Thursday Thursday Thursday Friday Saturday First Church Service Sunday School Second Church Service: Youth Group Office Roca Fuerte,Hispanic rehearsal• Office Worship Practice Office Ladies Bible Study AWANA Elders meeting (2x a month) 8:30 9:50 11:00 4:30 9:00 7:00 9:00 6:45 9:00 10:00 6:50 7:00 AM -9:30 AM AM -10:45 AM " AM -Noon PM -6:30 PM AM-5:00 PM ' PM -9:00 PM AM -5:00 PM PM -7:45 PM AM -5:00 PM •AM -11:15 AM PM -8:30 PM. -PM -9:30 PM Office 9:00 AM -5:00 PM Victory Faith -7:00 PM -9:00 PM Ladies Bible Study (2x a month):7:00 PM -9:00 PM Office 9:00 AM -2:00 PM Roca Fuerte,Hispanic ,7:00 PM -9:00 PM Currently two Sunday School classes meet off-site due to lack of room at the Church. One class,our high school students,meets at 1015 Tacoma Ave N E,the other,our young adults group,meets at 107 Anacortes Ct.NE,both in Renton and from 9:50 to 10:50 am Sundays. The church office is open M-Th.9-5,Friday 9am-2pm.I am in M-Th,the secretary is in Wednesday and Friday,9-2.The youth pastor is in Thurs 4-6pm and Fri 1-3pm ....i..i":i.-.:.,. -,(w$ite Features:Site has gentle slope of 2 ½%fall from west to east.There is a 4-6'high bank at the very west edge of the site. Soil Type and Drainage:Soils type is AIderwood ,Type C gravelly,sandy,loam.The site is currently graded so that all runoff flows to the east towards Union Ave NE and into its conveyance system Proposed Use of Property: Phase I (2006-2009):Site development will include expanding the parking to 102 cars, reducing the entry to the site from the current two driveways to one.Surfacing the site with asphalt,curbs and increased landscaping.A storm drainage system will be installed to handle surface water run-off.920 sq.ft.will be removed from the front of the existing facility to allow for the construction of a MuUtipurpose Worship Center that will seat 200- 240 along with additional classroom space.The Muiltipurpose Worship Center will replace the existing Sanctuary.The area of this one-story addition is 6,083 sq.ft.The area of the main Church facility with this addition will now be 12,492 sq.ft. Phase II (2009-2015):The 720 sq.ft.portable will be removed and a two-story addition consisting of classrooms,kitchen and offices will be added.This addition will allow for classrooms built in Phase I to be removed from the interior of Muiltipurpose Worship Center so that seating can be expanded to 325-340.The area of the two-story addition is 4,752 sq.ft.on the ground floor and is 3,962 sq.ft.on the second floor.The area of the main Church facility with this addition will now be 21,206 sq.ft.with a ground floor area of 17,244 sq.ft. Our goal is to expand our current use and get all of our classes meeting within our expanded facility. The timing and order of the phasing is approximate.The Church would like the option of changing the timing and order of the phases,if necessary,and does not want to be bound to the order listed in the SEPA checklist or the project narrative of the CUP. Proposed off-site improvements:None Estimated Construction Cost:Phase I $1,136,820 Phase II $979,570 Grading:There will be no fill brought on-site,some material may have to be removed from the site. Existing Trees:Three existing trees will be removed;1 small deciduous tree less than 6"0,12"O Fir and a 6"'0 Cherry tree. Requested Modification and Variances: 4-4-030 C.3.Modification to reduce setback for screened outdoor refuse area from 50 feet from residential property line to 28 feet. 4-4-090 G.3.c Variance to the requirement for a 30 foot height limit.Requesting to allow a height of 38 feet for a clearstory steeple and 44 feet for a cross. 2 ®® REQUEST MODiFICATiON TO 4-4-090 C.3 Project:Renton Bible Church 973 Union Avenue NE Renton WA98056 4-4-090 C.3 Reduce setback for screened outdoor refuse area from 50 feet from residential property line to 28 feet. Justification for the Requested Modifications: o The applicant suffers undue hardship and the modification is necessary because of special circumstances applicable to Subject property,including size,shape,topography,and location or surroundings of the subject property;and the strict application of the Building &Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical classification Existing single-family residences surround the Church and acquiring additional land to expand would be both very expensive and involve the removal of existing single-family dwellings.Moving the screened outdoor refuse area out into the parking area so that the 50 foot setback is satisfied will make the refuse area more visible.Other property owners do not face this restriction. o The granting of the modification will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated Granting of this modification to the Church will not be materially detrimental to the •public welfare or injurious to the property or improvements in the vicinity and zone. The Church does not produce large amounts of trash.Pickup will only be once a week the same schedule as surrounding property.The location for the screened outdoor refuse area is tucked into the existing trees and will be well screened from neighboring property. o Approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated The surrounding existing single-family residences do not have this restriction on their property therefore granting this modification will not constitute a grant of special privilege. REQUEST VARIANCE TO &-4-090 G.3.c Project: 4-4-090 G.3.c Renton Bible church 973 Union Avenue NE Renton WA 98056 Height 30 foot height limit.Requesting a variance to allow a clearstory steeple and 44 feet for a cross. height of 38 feet for a Justification for the Requested Variances: =The applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property,including size,Shape,topography,and location or surroundings of the subject property;and the strict application of the Building &Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical classification = Traditionally Churches have been allowed to have steeple and other religious symbols that exceed the height of the surrounding buildings,The Church would suffer it=it were deprived of this right. The granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated Granting of this variance to the Church will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone.The steeple and the cross are both located towards Union Ave NE and are not near the surrounding residential property.In addition there is existing screening both by fencing and trees from the neighboring property to the North. Approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone inwhich the subject property is situated Approving this variance will not constitute a grant of special privilege inconsistent with other Churches in the vicinity and zone in which the subject property is situated h . OL=VELopENT pCityofRentonDeveloPmentServicesDivisionCITyOF:EFI.oNNING 1055 South Grady Way,Renton,WA 98055 Phone:425-430-7200 Fax:425-430'7231 "DEC 6 2005 PURPOSE OF CHECKUST:C0V The State Environmental Policy Act (sEPA),Chapter 43.21C RCW,requires all governmental agencies to consider the environmental impacts of a proposal before making decisions.-An Environmental Impact Statement (EIS)must be prepared for all proposals with probable significant adverse impacts on the quality of the environment.The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal,if it can be done)and to help the agency decide whether an EIS is required. UNSTRUCTUONS FOR APPLaCANTS: This environmental checklist asks you to describe some basic information about your proposal.- Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant,requiring preparation of an EIS.Answer the questions briefly,with the most precise information known,or give the best description you can. You must answer each question accurately and carefully,to the best of your knowledge.In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts.If you really do not know the answer,or if a question does not apply to your proposal, write "do not know"or "does not apply".Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations,such ias zoning,shoreline,and landmark designations.Answer these questions if you can.If you have problems,the governmental agencies can assist you. The checklist questions apply to all parts of your proposal,even if you plan todo them over a period of time or on different parcels of land.Attach any additional information that will help describe your proposal or its environmental effects.The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals,even though questions may be answered "does not apply."IN ADDITION,complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies,plans and programs),the references in the checklist to the words "project,""applicant,"and "property or site"should be read as "proposal," "proposer,,'and "affected geographic area,"respectively. Imac HD_2_l:Users:patrick:Patrick's Shared:Current Projects:0325 Renton Bible:RBC-CUP Appl:O4 Envir. Checklist:envchlst.docl2/09105 ®O A= 1. 2. 4. 5. 6. . 8. g. BACKGROUND Name of proposed project,if applicable:Renton Bible Church Name of applicant:Renton Bible Church Address and phone number of applicant and contact person:Patrick Paul clo J.Patrick Mitchell &Associates;12620 120th Ave NE Ste.208;Kirkland WA 98034;425-821-6090 (voice)425-821-0467 (fax) ,-Date checklist prepared:11118105 Agency requesting checklist:City of Renton Proposed timing or schedule (including phasing,if applicable):Phase I 2006-2009; Phase II 2009-2015.The timing and order of the phasing is approximate.The Church would like the option of changing the timing and order of the phases,if necessary,and does not want to be bound to the order listed in the SEPA checklist or the project narrative of the CUP. Do you have any plans for future additions,expansion,or further activity related to or connected with this proposal?If yes,explain.No,this proposal is the Master Plan for the Church. List any environmental information you know about that has been prepared,or wiii be prepared, directly related to this proposal. Traffic/Parking Assessment of Existing/New Traffic @ Renton Bible Church by Gibson Traffic Consultants dated 1t/4/05 Storm Drainage T.I.R.by Baseline Engineering,Inc.dated 10121105 Infiltration testing and preliminary geotechnical recommendations yet to be completed. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal?If yes,explain.No 10.List any governmental approvals or permits that will be needed for your proposal,if known. Conditional Use Permit,Land Use Review,SEPA Review,Site Development Permit, Variances,Sanitary Side Sewer Permit,Waterline Permit,Building,Mechanical,Plumbing Permit,Electrical Permit,Fire Alarm Permit,Fire/Sprinkler Permit. 11.Give brief,complete description of your proposal,including the proposed uses and the size of the project and site. Existing Conditions:Project site area is 200'x 405'or 81,099 SF.There has been an existing Church on the site since 1955.The Church Facilities consist of a one story main building of 7,329 sq.ft.comprising a Sanctuary that seat 140,a foyer,restrooms,offices and Sunday School classrooms.In addition there is a classroom portable of 720 sq.ft. There is parking on the site for 69 cars on mostly gravel surfacing. Phase I (2006-2009):Site development will include expanding the parking to 102 cars, reducing the entry to the site from the current two driveways to one.Surfacing the site with asphalt,curbs and increased landscaping.A storm drainage system will be installed to handle surface water run-off.920 sq.ft.will be removed from the front of the existing facility to allow for the construction of a Muiltipurpose Worship Center that will seat 200- 240 along with additional classroom space.The Muiltipurpose Worship Center will replace the existing Sanctuary.The area of this one-story addition is 6,083 sq.ft.The area of the main Church facility with this addition will now be 12,492 sq.ft. Phase II (2009-2015):The 720 sq.ft.portable will be removed and a two-story addition consisting of classrooms,kitchen and offices will be added.This addition will allow for classrooms built in Phase I to be removed from the interior of IViuiltipurpose Worship Center so that seating can be expanded to 325-340.The area of the two-story addition is 4,752 sq.ft.on the ground floor and is 3,962 sq.ft.on the second floor.The area of the main Church facility with this addition will now be 21,206 sq.ft.with a ground floor area of 17,244 sq.ft. 2ImacHD_2_l:Users:patrick:Patrick's Shared:Current Projects:0325 Renton Bible:RBC-CUP Appl:04 Envir. Checklist:envchlst.doc 12. ®@,. Location of the proposal.Give sufficient information for a person to understand the precise location of your proposed project,including a street address,if any,and section,township,and range if known.If a proposal would occur over a range of area,provide the range or boundaries of the site(s).Provide a legal description,site plan,vicinity map,and topographic map,if reasonably available:While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist.The site address is 973 Union Avenue NE Renton 98056 The west side of Union Avenue NE between 10th Ct.and NE 10th St.Situate in the SE V4 OF THE NE ¼Quarter of Section 09,Township 23N,Range 05E,in the City of Renton,King County,Washington. B= t. ENVURONMENTAL ELEMENTS EARTH a.General description of the site (circle one);fiat,rolling,hilly,steep slopes,mountainous, other Gentle slope"2 1/=%fall from west to east. b.What is the steepest slope on the site (approximate percent slope?Existing 50%bank at the very west edge of the site,4'to 6'high that will be replaced with a 4'high rockery. Co d. eo f. go What general types of soils are found on the site (for example,clay,sand,gravel,peat, muck)?If you know the classification of agricultural soils,specify them and note any prime farmland.Soils type is Alderwood,Type C gravelly,sandy,loam Are there surface indications or history of unstable soils in the immediate vicinity?if so, describe.There is no known evidence or history of unstable soils in the immediate vicinity. Describe the purpose,type,and approximate quantities of any filling or grading proposed. Indicate source of fill.There will be no fill placed on site.Some soil may have to be removed from the site to make room for the underground infiltration water quality system.inor grading will be necessary to construct the building and parking area,to install utilities and to construct the buildings.1.2 acres of the site will be disturbed. Could erosion occur as a result of clearirg,construction,or use?If so,generallyLdescribe.Some erosion could occur as a result of the removal of existing vegetation where new buildings and parking are proposed. Aboutwhat percent of the site will be covered with impervious surfaces after project construction (for example,asphalt or buildings)?Approximately 75 percent of the site will be covered with impervious surface after project construction. h.Proposed measures to reduce or control erosion,or other impacts to the earth,if any: Temporary erosion control facilities will be installed to settle particulate matter before storm water runoff leaves the site. 3ImacHD_2_l:Users:patrick:Patrick's Shared:Current Projects:0325 Renton Bible:RBC-CUP Appl:04 Envir. Checklist:envchlst.doc +AIR a.What types of emissions to the air would result from the proposal (i.e.,dust,automobile, odors,industrial wood smoke)during construction and when the project is completed?If any,generally describe and give approximate quantities if known.During the construction process there will be an increase in vehicle exhaust and dust particle emissions into the ambient air.These emissions will be the result of soil displacement and from vehicles entering and leaving the site.The approximate quantities of dust and vehicle exhaust while not known should be minor. b,Are there any off-site sources of emission or odor that may affect your proposal?If so, generally describe.There are no known off-site sources of emissions or odor that will affect this proposal. C.Proposed measures to reduce or control emissions or other impacts to air,if any: During periods of dry weather,watering down of the exposed parking area will keep dust particle emissions to a minimum. ,WATER a.Surface Water: 1)Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams,saltwater,lakes,ponds,wetlands)?If yes,describe type and provide names.If appropriate,state what stream or river it flows into. There is no surface water body on the site or in the near vicinity. 2)Will the project require any work over,in,or adjacent to (within 200 feet)the described waters?If yes,please describe and attach available plans.No 3)Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material.No surface water bodies are on the site.There will be no filling or dredging of wetland areas. 4)Will the proposal require surface water withdrawals or diversions?Give general description,purpose,and approximate quantities if known.The proposal will not require surface water withdrawals or diversions. 5)Does the proposal lie within a 100-year flood plain?If so,note location on the site plan. No. 6)Does the proposal involve any discharges of waste materials to surface waters?If so, describe the type of waste and anticipated volume of discharge.No waste materials will be discharged to surface waters. Imac HD_2_l:Users:patrick:Patrick's Shared:Current Projects:0325 Renton Bible:RBC-CUP Appl:04 Envir. Checklist:envchlst.doc 4 4. ®® 2) b.Ground Water: 1)Will ground water be withdrawn,or will water be discharged to ground water?Give general description,purpose,and approximate quantities if known.Ground water will not be withdrawn. Describe waste material that will be discharged into the ground from septic tanks or other sources,if any (for example:Domestic sewage;industrial,containing the following chemicals...;agricultural;etc.).Describe the generai size of the system,the number of such systems,the number of houses to be served (if applicable),or the number of animals or humans the system(s)are expected to serve.No waste materials will be discharged into the ground.Public sanitary sewer is provided by City of Renton. c.Water Runoff (including storm water): 1)Describe the source of runoff (including storm water)and method of collection and disposal,if any (include quantities,if known).Where will this water flow?Will this water flow into other watersl If so,describe.Runoff will be limited to storm water runoff and will come from the parking area and the roof of the buildings.Runoff will be collected,treated and infiltrated as required. 2)Could waste material enter ground or surface waters?If so,generally describe.Oils, hydrocarbons,heavy metals and other pollutants associated with concentrated automobile use on impervious surfaces could enter the storm water system. Additionally,surface water runoff crossing lawns and landscaped areas could pick up traces of fertilizers and pesticides. d.Proposed measures to reduce or control surface,ground,and runoff Water impacts,Jf any:Surface water runoff from the new construction areas will be collected and conveyed to an on-site treatment facility as required. PLANTS a. b. Check or Circle types of vegetation found on the site: X deciduous tree:alder,maple,aspen,other X evergreen tree:fir,cedar,pine,other X shrubs X grass pasture crop or grain wet soil plants:cattail,buttercup,bullrush,skunk cabbage,other water plants:water lily,eel grass,milfoil,other other types of vegetation What kind and amount of vegetation will be removed or altered?Some vegetation, including some of those checked above,will be removed for the new construction. Landscaping vegetation will be planted around the new buildings and parking area as required. C.List threatened or endangered species known to be on or near the site.No known threatened or endangered species are known to be on or near the site. d.Proposed landscaping,use Of native plants,or other measures to preserve or enhance vegetation on the site,if any:Landscaping will be provided by the church and will consist of lawns,shrubs and trees similar to what they already have. Imac HD_2_l:Users:patrick:Patrick's Shared:Current Projects:0325 Renton Bible:RBC-CUP Appl:04 Envir.5 Checklist:envchlst.doc °ANIMALS a.Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds:hawk,heron,eagle,songbirds,other Mammals:deer,bear,elk,beaver,other Fish:bass,salmon,trout,herring,shellfish,other b.List any threatened or endangered species known to be on or near the site.No threatened or endangered species are known to be on or near the site. C.Is the site part of a migration route?If so,explain The site is not known to be part of a migration route. d.Proposed measures to preserve or enhance wildlife,if any:None are proposed. .ENERGY AND NATURAL RESOURCES a,What kinds of energy (electric,natural gas,oil,wood stove,solar)will be used to meet the completed project's energy needs?Describe whether it will be used for heating, manufacturing,etc.It is anticipated that natural gas will continue to be used to meet the church's space heating needs.Electricity will be used for the site lighting and the interior lighting of the church. b.Would your project affect the potential use of solar energy by adjacent properties?If so, generally describe.The proposed project will not affect the potential use of solar energy by adjacent properties. C.What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,if any:New building will meet requirements of the state non-residential energy code. .ENVIRONMENTAL HEALTH a.Are there any environmental health hazards,including exposure to toxic chemicals,risk of fire and explosion,spill,or hazardous waste,that could occur as a result of this proposal?If so,describe.There are no environmental health hazards associated with the project. 1)Describe special emergency services that might be required.None. 2)Proposed measures to reduce or control environmental health hazards,if any:None are proposed. Imac HD_2_l:Users:patrick:Patrick's Shared:Current Projects:0325 Renton Bible:RBC-CUP Apph04 Envir. Checklist:envchlst,doc 6 b. 1) 2) 3) ®® Noise What types of noise exist in the area which may affect your project '(for example:traffic, equipment,operation,other)?Noise in thearea is primarily from vehicular traffic along Union Avenue Northeast,this noise has not affected the existing project. What types and levels of noise would be Created byor associated with the project on a short-term or a long-term basis (for example:traffic,construction,operation,•other)? Indicate what hours noise would come from the site.On a short-term basis,noise will result from the operation of construction equipment on the site and from construction vehicles entering and leaving the site.On a long-term basis,noise will result from vehicular traffic entering and leaving the church.Short-term noise will be restricted to daylight hours. Proposed measures to reduce or control noise impacts,if any:Noise impacts will be somewhat controlled by confining the operation of construction to daylight hours. .LAND AND SHORELINE USE a:What is the current use of the site and adjacent properties?The site is presently a church.The surrounding land uSe is single residential. b.Has the site been used for agriculture?If so,describe.No c.Describe any structures on the Site.The Church Facilities consist of a one story main building of 7,329 sq.ft.comprising a Sanctuary that seat t40,a foyer,restrooms, offices and Sunday School classrooms.In addition there is a classroom portable of 720 sq.ft d, e, Will any structures be demolished?If so,what?920 Sq.Ft.of the east end of the existing main building will be demolished in Phase I.The 720 sq.ft,portable classroom building will be removed in Phase II . What is the current zoning classification of the site?R-8,Single Family Residential,8 units per acre. What is the currentcomprehensive plan designation of the site?RSF,Single Family Residential If applicable,what is the current shoreline master program designation of the site?'N/A h.Has any part of the site been classified,as an "environmentally sensitive"area?If so, specify.The site is located in an aquifer protection zone 2. i.Approximately how many people would reside or work in the completed project?7 Imac HD_2_l:Users:patrick:Patdck's Shared:Current Projects:0325 Renton BibleiRBC-CUP Appl04 Envir.Checklist:envchlst.do¢ j, k. I. Approximately how many people would the completed project displace?None Proposed measures to avoid or reduce displacement impacts,if any:None Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any: Parking will be provided on-site and buffered from surrounding property through the use of landscaping. Structures will be designed to break up the size and through use of materials and color to blend with surrounding residential buildings. St HOUSING a.Approximately how many units would be provided,if any?Indicate whether high,middle, or low-income housing.None b,Approximately how many units,if any,would be eliminated?Indicate whether high, middle,or low-income housing.None c.Proposed measures to reduce or control housing impacts,if any:None t0.AESTHETICS a.What is the tallest height of any proposed structure(s),not including antennas;what is the principal exterior building material(s)proposed.The tallest height of the proposed additions is 30 ft.The Multipurpose Worship Center has a clearstory steeple that is 38 ft.high and a cross that extends up to 44 ft. b.What views in the immediate vicinity would be altered or obstructed?No views in the immediate vicinity will be altered or obstructed. C.Proposed measures to reduce or control aesthetic impacts,if any:Structures will be designed to break up the size and through use of materials and color to blend with surrounding residential buildings.Both existing and new landscaping around the building will buffer the building from the surrounding property. 11.LIGHT AND GLARE a,What type of light or glare will the proposal produce?What time of day would it mainly occur?Light and glare can be anticipated from automobile headlights,parking lights and from interior lighting.This light or glare would mainly occur in the evenings. b.Could light or glare from the finished project be a safety hazard or interfere with views? It is not anticipated that light or glare from the finished project will be a safety hazard,interfere with views. Imac HD_2_l:Users:patrick:Patrick's Shared:Current Projects:0325 Renton Bible:RBC-CUP Appl:04 Envir. Checklist:envchlst.do¢ Co ®® What existing off-site sources of light or glare may affect your proposal?No off-site light sources of light or glare will affect the proposal. d.Proposed measures to reduce or control light and glare impacts,if any:Shielding on site lighting can be used so that light does not spill onto adjacent property/ 12.RECREATION a.What designated and informal recreational opportunities are in the immediate vicinity? Not known b.Would the proposed project displace any existing recreational uses?If so,describe. The proposed project will not displace any existing recreational uses. C,Proposed measures to reduce or control impacts on recreation,including recreation opportunities to be provided by the project or applicant,if any: No special measures are proposed to control impacts on recreation. 13.HISTORIC AND CULTURAL PRESERVATION a.Are there any places or objects listed on,or proposed for,national state,or local preservation registers known to be on or nextto the site?If so,generally describe. There are no places or objects listed on,or proposed for national,state or local preservation registers known to be on or next to the site. bo C. Generally describe any landmarks or evidence of historic,archaeological,scientific,or cultural importance known to be on or next to the site.No landmarks or evidence of historic,archaeological,scientific or cultural importance are known to be on or next to the site. Proposed measures to reduce orcontrol impacts,if any:None 14.TRANSPORTATION a.Identify public streets and highways serving the site,and describe proposed access to the existing street system.Show on site plans,if any,The site is served by Union Avenue Northeast.There are currently two driveways onto the site from Union Avenue Northeast,this will be reduce to one driveway in Phase I. •Is site currently served by public transit?If not,what is the approximate distance to the nearest transit,stop?Yes,there is a bus stop in front of the site for King County Metro Bus routes t05 and 114. C°How many pa[king spaces would the completed project have?How many would the project eliminate?The completed project will have 102 parking spaces.None will be eliminated. Imac HD2_l:Users:patrick:Patrick's Shared:Current Projects:0325 Renton Bible:RBC-CUP Appl:04 Envir.Checklist:envchlst.doc 15. 'i6. C. d. e, Will the proposal require any new roads or streets,or improvements to existing roads or streets,not including driveways?If so,generally describe (indicate whether public or private?No new road or streets will be required for this project. Will the project use (or occur in the immediate vicinity of)water,rail,or air transportation? If so,generally describe.No water,rail or air transportation will be required by the proposed development. How many vehicular trips per day would be generated by the completed project?If known,indicate when peak volumes would occur.The existing church building generates 72 daily and 5 PM peak trips for an average weekday.The project when complete would generate 192 daily and i4 PM peak trips for an average weekday. g.Proposed measures to reduce or control transportation impacts,if any:None PUBLIC SERVICES a.Would the project result in an increased need for public services (for example:fire protection,police protection,health care,schools,other)?If so,generally describe.The project would marginally increase the need for police and fire protection.The project would have no impact on schools which serve this area. b.Proposed measures to reduce or control direct impacts on public services,if any.None UTILITIES a,Circle utilities currently available at the site:electricity,natural gas,wate__r,refuse service,telephone,sanitary sewer septic system,other. b°Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity: Gas: Water: Telephone: Sewer: Refuse Service: Recycling: Puget Sound Energy Puget Sound Energy City of Renton Qwest City of Renton City of Renton Waste Management None SIGNATURE I,the undersigned,state that to the best of my knowledge the above information is true and complete.It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent:"-''r-,tA "..L, Name Printed:Patrick Paul Date:11/18/05 Imac HD_2_l:Users:patdck:Patrick's Shared:Current Projects:0325 Renton BibIe:RBC-CUP Appl:04 Envir. Checklist:envchlst.doc 10 •P#- Printed:12-16-2005 TY5 OF ]PJgNTON S.Grady Way Renton,WA 98055 Land Use Actions RECEnPZ @ ;vELOPMENT 16 Permit'#:LUA05-62 Payment Made:12/16/2005 11:02 AM Receipt Number:R0506757 Total Payment:3,750.00 Payee:RENTON BIBLE CHURCH Current Payment iViade to the Following Items: Trans Account Code Description Amount ................................................................... 5009 000.345.81.00.0006 Conditional Use Fees 2,000.00 5010 000.345.81.00.0007 Environmental Review 500.00 5020 000.345.81.00.0017 Site Plan Approval 1,000.00 5022 000.345.81.00.0019 Variance Fees 250.00 Payments made for this receipt Trans Method Description Amount Payment Check 6785 3,750.00 Account Balances Trans Account Code Description Balance Due .....................------------.......................................... 3021 303.000.00.345.85 Park Mitigation Fee 00 5006 000 5007 000 5008 000 5009 000 5010 000 5011 000 5012 000 5013 000 5014 000 5015 O00 5016 000 5017 000 5018 000 5019 000 5020 000 5021 000 5022 000 5024 000 5036 000 5909 000 5941 000 5954 604 5955 000 5998 000 .345.81.00.0002 Annexation Fees .345.81.00.0003 Appeals/Waivers .345.81.00.0004 Binding Site/Short Plat .345.81.00.0006 Conditional Use Fees .345.81.00.0007 Environmental Review .345.81.00.0008 Prelim/Tentative Plat .345.81.00.0009 Final Plat .345.81.00:0010 PUD: .345.81.00.0011 Grading &Filling Fees 345.81.00.0012 Lot Line Adjustment 345.81.00.0013 Mobile Home Parks 345.81.00.0014 Rezone 345.81.00.0015 Routine Vegetation Mgmt 345.81.00.0016 Shoreline Subst Dev 345.81.00.0017 Site Plan Approval 345.81.00.0018 Temp Use or Fence Review 345.81.00.0019 Variance Fees 345.81.00.0024 Conditional Approval Fee 345.81.00.0005 Comprehensive Plan Amend 341.60.00.0024 Booklets/EIS/Copies 341.50.00.0000 Maps (Taxable) 237.00.00.0000 Special Deposits 05.519.90.42.1 Postage 231.70.00.0000 Tax O0 O0 O0 O0 O0 O0 O0 O0 O0 O0 O0 .00 O0 O0 O0 O0 O0 O0 O0 O0 O0 O0 O0 O0 Remaining Balance Due:$0.00 ®® ®® Project: CONDITIONAL USE PERMIT CONSTRUCTION tlTUGATION PLAN Renton Bible Church973UnionAvenueNERentonWA98056 Proposed construction dates (begin and end dates) PHASE I Site Development May 2006 -October 2006 PHASE I Building Construction April 2007 -April 2009 PHASE II Building Construction May 2009 -April 2015 cNrON "" 1 6 20C ;. ,Hours and days of operation 7:00 AM -400 PiVi Monday thru Friday 8:00 AiVl-12:00 PIVi Saturday o Proposed hauling/transportation routes Union Avenue NE to NE Sunset BIvd.to NE Park Drive to Interstate 405. Measures to be implemented to minimize dust,traffic and transportation impacts, erosion,mud,noise,and other noxious characteristics . . Dust.Spray water throughout the site to help control wind'blowing of fine materials such as soil,concrete dust,paint chips,and metal chips.The amount of water must be controlled so that runoff from the site does not occur,yet dust control is accomplished.Oils must never be used for dust control:If you need to de-water an excavation site,you must filter the water before discharging to a catch basin or off-site.You should direct the water through hay bales and filter fabric or use other sediment filters or traps. Use a storm drain cover,filter fabric,or similarly effective runoff control mechanism if dust,grit,wash water,or other pollutants may escape the work area and enter a catch basin.This is particularly necessary ion rainy days. The containment device(s)must be in place at the beginning of the work day, and accumulated dirty runoff and solids must be collected and disposed of before removing the containment device(s)at the end of the work day.A combination of a wet vacuum and brooms and dustpans can be used to collect accumulations of dirty runoff.Drain covers,filter fabric,and other containment devices are commercially available if effective runoff control cannot otherwise be provided. .Sweep surrounding street gutters,sidewalks,driveways,and other paved surfaces as needed to collect and properly dispose of loose debris and garbage,do not hose down the area to a storm drain. 4..Do not dump any toxic substance or liquid waste on the pavement,the ground,or toward a storm drain. 5.Use ground or drop cloths underneath outdoor painting,scraping,and sandblasting work,and properly dispose of collected material daily. 6.Use a ground cloth or oversized tub for activities such as paint mixing and tool cleaning. .Clean paint brushes and tools covered with water-based paints in sinks connected to sanitary sewers or in portable containers that can be dumped into a sanitary sewer drain.Brushes and tools covered with non-water-based paints,finishes,or other materials must be cleaned in a manner that enables collection of used solvents (e.g.,paint thinner,turpentine,etc.)for recycling or proper disposal. Routine maintenance: °Store and maintain appropriate spill cleanup materials in a location known to all;and ensure that employees are familiar with proper spill cleanup procedures. ,Sweep the area weekly,ifjt:is pavedi to collect loose particles,and wipe up spills with rags and other absorbentmaterial immediately,do not hose down the area to a storm drain. .Store toxic material under cover during precipitation events and when not in use (such as overnight).A cover would include tarps or other temporary cover material. 4.Recycle or reuse left over materials. ,Any special hours proposed for construction or hauling (i.e.weekends,late nights)None Proposed :i ..:,.:ii o Preliminary traffic control plan-None,P:roposed @ CONDITIONAL USE PERMIT -LANDSCAPE ANALYSIS Project:Renton Bible Church 973 Union Avenue NERentonWA98056 ® 6 o Total square footage of the site and the footprints of all buildings Site •81,099 S.F. Buildings:Existinq 'Proposed Main Building 7;329 S.F.17,244 S.F. Portable Classroom 720 S.F.0 S.F. Storage Units (2)216 S.F.216 S.F. Total 18,265 S.F.17,416 S.F. Total square footage of existing and proposed impervious surface area(s) Total existing impervious surface area 48,782 S.F. Total proposed impervious surface area 60,984 S.F. ? Square footage (by floor and overall total)ofeachindividual building and/or use First Floor Multipurpose Worship Center Foyer Kitchen Classrooms,hallways,restrooms Total 4,358 S.F. 1,383 S.F. 619 S.F. 10,884 S.F. 17,244 S.F. Second Floor Offices,hallways,restrooms Youth Room Total 2,515 S.F. 1,447 S.F. 3,962S.F. Storage Buildings (2)at 108 S.F.each =216 S.F. Percentage of lot covered by buildings or structures 21.47% Number of parking spaces required by City code 1 stall per 5 seats •340 seats /5 =68 required •\ Number and dimensions of standard,compact,and ADA accessible spaces provided. Standard Stalls Size 9'0"x 20'0"67 66% Compact Stalls Size 8'6"x 16'0"30 29% Accessible Stalls I Van +4 Standard 5 5% Total 102 100% Square footage of parking lot landscaping (perimeter and interior) Perimeter Landscaping Interior Landscaping Total 6,261 S.F. 1,332 S.F. 7,593 S.F. Area of Perimeter Landscaping does not include the area of the 5'etback from the property line. Required iandscape area =102 stalls x 35 S.F.=3,570 S.F. To" Lawyers T tlle Agency of Waslh gto North Region Titlte Unit BrendaMcCoy,Sr.Title Officer,Unit Manager Scan Hoagland,Title Officer *Lynn Thompson,Title Officer Genevieve Luke,Assistant Title Officer *Rhonda Caton,Title Assistant Direct:(425)551-5501 (888)828-0018 *Fax:(425)742-7972 Email:brendamlawyerstitlewa.com *NTU@lawyerstitlewa.com 1501 4tu Avenue,#308 o Seattle,Washington 98101 PLAT CERTF]ICATE Dan Chares 14707 180th Place S.E. Renton,Washinon 98059 6 Order Number:386581 Certificate Fee: Tax: $350.00 $30.10 This Certificate does not purport to reflect a full report on condition of title and shall have no force or effect except as a basis for the Certificate applied for. NOTE:No search of general taxes or assessments has been made. This Certificate is restricted to the use of the addressee and is not to beused as a basis for closing any transaction affecting title to said property.Liability of the Company is limited to the compensation received therefor. Title to said estate or interest in said land is at the effective date hereof vested in: The Honeydue Community Church as to Parcel A and Renton Bible Church as to Parcel B And is a Certificate for a Plat of the property described in Schedule A,attached. Exceptions:See Schedule B,attached. Records examined o:DECEMBER 2,2005 at 8:00 AM Lawyers Tfitle Agency of Washington, By: Lawyers Title nsurance Corporation Brenda McCoy,Sr.Title Officer Page I of6 Order Number:386581 0 SCHEDULE A Parcel A: That portion of the Southeast quarter ofthe Northeast quarter of Section 9,Township 23 North,Range 5 East,W.M.,in King County,Washington,described as follows: Beginning at the Northeast comer of said subdivision; Thence West along the North line thereof435 feet; Thence South parallel with the East line thereof 100 feet; Thence East parallel with the North line thereof435 feet to the East line thereof; Thence North along said East line 100 feet to the point ofbeginning; EXCEPT the East 30 feet thereof for County Road; Parcel B: The South 100 feet of the North 200 feet of the East 435 feet ofthe Northeast quarter of the Southeast quarter ofthe Northeast quarter of Section 9,Township 23 North,Range 5 East,W.M.,in King County, Washington; EXCEPT the East 30 feet thereof for County Road. End of Schedule A Page 2 of 6 Order Number:386581 . . . 4. . ° @ ® SCHEDULE B EXCEPT]IONS Reservations of all coal and minerals contained in deed from the Northern Pacific Railroad Company. dated May 5,1954,recorded May 28,1954,under Recording Number 4450143,as follows: Reserving and excepting from said lands so much or such portions thereof as are or may be mineral lands or contain coal or iron,and also the use and the right and title to the use of such surface ground as may be necessary for mining operations,and the right of access to such reserved and excepted mineral lands,including lands containing coal or iron for the purpose of exploring,developing and working the same. Said reservations are an amendment ofreservations originally reserved in deed recorded under Recording Number 51717. Note:This exception does not reflect present ownership ofthe above mineral rights. Easement and the terms and conditions thereof: Grantee:Defense Plant Corporation Purpose:transmission line Area affected:The legal description contained in said easement is not sufficient to determine its exact location within said premises. Recorded:October 13,1943 Recording No.::3341148 Said easement was assigned to the City of Seattle by instrument recorded under Recording No. 3664560. Easement and the terms and conditions thereof: Grantee:•City of RentonPurpose:slopes and sidewalk areas Area affectedi portion of parcel A Recorded:July 27,1971 Recording No.:7107270563 Easement and the terms and conditions thereof: Grantee:City ofRenton Purpose:slopes and sidewalk areas Area affected:portion of parcel B Recordedi July 27,1971 Recording No.:7107270563 Easement and the terms and Conditions thereof: Grantee:Pacific Northwest bell Telephone Company Purpose:buried communication cables Area affected:a portion of parcel A Recorded:December 28,1976 Recording No.:7612280689 Agreement and the terms and conditions thereof: Recorded:May 2,1990 Recording No.:9005021263 Regarding:sewer extension and related matters :Page 3 of 6 Order Number:386581 .Easement and the terms and conditions thereof: Grantee:U.S.West Communications Inc. Purpose:telecommunication facilities Area affected:portion of parcel A Recorded:June 25,1993 Recording No.:9306250362 End of Schedule B Exceptions Page 4 of 6 Order Number:38658 i @ ® Notes: A.Abbreviated Legal Description:9-23-5 SE/NE B.Property Address:931 Union Avenue N.E. Renton,Washington 98059 Page 5 of6 Order Number:386581 O O ILl' =!!!i!i .........%i LAWYERS T TLE AGENCY OF WASHINGTON PRIVACY POLICY We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future,we may ak you to provide us with certain information.We understand that you may b¢concerned about what we will do with such information-particularly any personal or financial information.We agree that you have a right to know how we will utilize the persond information you provide to us.Therefore,we have adopted this Privacy Policy to govern the use and handling ofyour personal information. Applicability Depending upon which ofour services you arc utilizing,the types ofnonpublic personal informatiorthatwe may collect include: *Information we receive from you on applications,forms and in other communications to us,whether in writing,in person,by telephone or any other means, *Information about your transactions with us,our affiliated companies,orothers,and o Information we receive from a consumer reporting agency. Use of Information We request information from you for your own legitimate business purposes and not for the benefit of any nonaffiliated party.Therefore,we will not release your hformation to nonaffiliated parties except:(!)as necessary for us toprovide the product or services you have requested of us;or (2)as permitted by law.We may,however,store such information indefinitely,including the period after which any cnstonmrelationship has ceased.Such information may be used for any internal purpose,such as quality control €fforts or customer analysis.We may also provide all of the types of nonpublic personal information listed above to one or more ofour affiliated ompanies.Such affiliated companies include financial service providers,such as title insurers,property and casualty insurers,and trust and investment advisory companies,or companies involved in real estate services,such as appraisal companies,homewarranty companies and escrow companies.Furthermore,we may also provide all the information we collect,as described above,to companies that perform marketing services on our behalf,on behalfofour affiliated companies,or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longerour customer,our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our be,st efforts to ensurethat no unauthorized parties have access to any ofyour information.We restrict access to nonpublic personal information aboutyou to those individuals and entities who need to know that information to provide products or services to you.We will use our best efforts to train and oversee our employees and agents to ensure that your !nformation will be handled responsibly and in accordance with this Privacy Policy.We currently maintain physical,electronic,and procedural safeguards that comply with fderal regulations to guard your nonpoblic personal information,c Page 6 of 6 Order Number:386581 P @ OrderNo. @ Lawyers Title Agency of Washington 2702 Colby Ave.,Everett,WA 98201 Phone (425)252-1222 Fax (425)259-4112 4 0720 07 0 17 Of t OI 2 0.0 .t' -i 'RENTON LUA-92-59-LLA This sketch is provided without charge,for your information.It is not intended to show aft matters related to the property including,but not limited to:area,dimensions,easements,encroachmen{s or location of boundaries.It is not a pat of,nor does it modify,the commitment/policy to which it is attached.The Company assumes NO LIABILITY for any matter related to this sketch.Reference should be made to an accurate survey for further information I _FIIE for Record at Request ot tq ,dD ,-- rto Statutory Warranty Deed |J A HI JR d From LSO THE GILA-''TOR C.E,DOI,IAN and HAILJORZE G.DOL|.his wlfe. hxandacemldmoleaof TF.q DOLLARS ($IO.00)and other .nmd and valuable consideration lahaadpald,roawr=aed carrots to RF.NT(ZN BIBLE OIUII,A Kashtn.ton Corporat|n the dcsclrt'd d eeUt,s/ttlwe tbr Cmmly Of State OfWasnon:Elng 11to south 100 feet of the north 200 feet of the east 435 feet ofthe0rtheastquarterofthosotttheastquarterofthenortheastquarterofSection9oTownship23North,Range S,EX.Pr the east 30 feet thereof for tmty Road. t,. Dated thb 13th STATE OF WASlllNGTO,N.(x t',,umy o[Kin On thh day llly appetxl bt.fur nw subject to sll easements,restrictions and reservations of record. •day el ty,1964. ,".,- o m*-h,t vd s dt.,.aL. C.E,Dolan and tlarjnrie ..Dolmen and who tuted the hhta and f rmem.and free and lumtar act end deed,for thetheLr :;..y,;,... ;.'_':........-',, '';":--C--"•..... ® @ @ @ @ -@ J 7" @ @ _/ @ "! I / In th ttor of o'_....___o' Lss s.t ..-c,. i.... CO<DO J Or e,Ref.t29070 0 I BY BE.gE'S:"'" pequ.l to Pclfic Iorthest Bell Tokhone Company,n W0shtngton Cofporlo,t0 and o.the right to pleco.n,'uct,.,:,ate .mtntn,in,pert,recanted.,dr.replete n keep ©k••JF,,rv.zED CO'€?4NCAC'/ON - with wires,ca.lo0,fixtures and 0urtensnceo Illeto,the grantee may from time to lime require,upon,F,es,0vat end/or under the f011oing described property eituated in ,:[NG nOel,if,state of WASH:[]fGT<: the North (N)ten (10)feet of the Nocth (N)100 feet of the East (E)435 feet o SOutheast Quarter (Sr.)of the Nodwast Quaze (Ni)Sec¢lc 9, Townsh£p 23 Noth t Range 5 EoWoH.B King Coutyl Stalue of Wash.tJlgl;Ono 1%XC:":"T--:r..,c.T U;RFD .."C-".P,'::CS ivis!:-n t the right full and fae ingreSS to andegte from k propmly fo¢1 IJrgOs heren IlmltiOCd.and to remove at any l.any.o¢ell Of thegRTCC4]gJNZCATO CABLES ¢ndlo wh'eL cabS,rmus and e4urtances from the said pcoperty.iU the underr,dh 9 tk¢grctee hafl be rtponsdble for oilamge P.lused to grantee by the eercise of the rights n Irlvike herein grated. Th rightL CO/ti0cm nd I)niSlos of thiS e8€4I1!shall ;hare to the benefit of and be binding upo!the hers. ..........=.yt,.a..i?_,__:.._.......a0o__._._._.....:................:_.......:.......... dlrtes:-|-" /.)( L-•' (m ,:(,.,., b'TA OF ) : .i.1 2 .nighed m omo o ho Ond m4mtmy oct-orl Cee.Im me .¢oo end pumos mefoin mamha. i i" ,;,,..--..-•..... od.c="" Not/Puo i €no kr llo Sow of W,.,..,,-- ','.:/./17/'.70 .,. ..........:.....,..=,--.-.•-.-..:..:-:-..,.- +." ! .,;:'! ...:::5 1 !i m n m € Jr N "..... a ii 0 {;) --4Cr ) C') CO t •H ........ -:1 -"......:i......;;::J .;-.:i ...... "......-T. I 0oJ cJC)L000" ® rILED FOR RECORD AT REQUEST OFOFRCEOFlEECITYCREAKREmOWmPALBL.200 ILL AVE SO. CITY OF REHT 5AHITARY SL:JER EXTEHSIO AGREEmEnT DATE April27.]990 ]/e REHTOHBIBLE CHURCH owner(s)of Address 973 Union Avenue N.E..Renton.WA :legally described us follows: 9005/02 •#1263RECFEE2.O0 .RECD F .O0 H I00 FTOF E 435 FTOF SE ]/4 OF HE ]/4 LESS CO RD LESS C &H RTS, TAX LOT 163. for an tn consideration of the Renton City Counctl granting permission for the above property toremath on septic tank tn contradiction to Ctty:Code. The owner(s)of the above described property,their successors,heirs and assigns, hereby agree and covenant to participate tn,sign a petition tn support of,andacceptanyLocal|mprovemnt District (L.I.D.)or City-initiated proposal,otherthanLI.D.,and pay their fair share therefore fur the extension of and/or the connection to the sanltary sewer main when required by the Renton SubdivisionOrdinance,or as dtrected by the Director of Public Uorks. IN UiTNESSitEREOF l/ue have hereunto set my/our hand(s)and seal the day and year first above wrltten. F:m. f-.i-.-. '--N .:...-.-..•I,/o :'r-,a Hotary Public tn and for the State of ashtngten,restdt,gt 'erre ,do hereby certify that on this ,day of .:_A Pl_-:,I-V..,personally appeared before e ,prP_/,'.e-.,to me known to be the Indlvldua](s)describedheroin"andwhe:executed the tthtn Instrument and acknowledged that.signed and sealed the same asfreeandvoluntaryactanddeedforuses and purposes teein mentioned. tITNESS hand and offictal seal the day and year tn this certificate first above written. Nutty Publtcn and for the State of Uashfngton,restdtng at °.. / i .....-.-:'.;-.:"'::-:"....:'""rT @,@ OJ c")o ,.D •".092305-9163-03 33W$081,JobZ1390|1..e1| •"EASENEHT FLAW.Reference TheUndersignedGmntorls)lo:a.Oinconsldorationol rr 'rhn..,l r;z-.-,nna Nn/znn Do.am(SI_r0OOj___end oher good and veuable €omklefaUon.me receiptwhereof is hereby ecl,€lo herebygmrd and conveyIoU S WEST C.,omm,mlcatlons,Inc.,a Calabria C.,oqx ration,(Grantee)who address is 1600 71hAve.Seethe,Waslngton 98191 its su,.e..rs,assigns,lessees,IZcensee and agents a porpelz,ml easem4d Io conslr1,,roconstnJCt,accrue,moiniatn and remove such toleco,'!m'nu fociJJtteg Grenleemay requireupon.over.under and aoros'=the dssc,ibed land which theGmmor owna orInwhichthe Grantor has any inlemst,to wit: North 100 feet of East 435 feet o|SEJ/4 of HE!/4 o£Section 9,Township 23 North,Range S East,W.M.less coal and mineral rights and less County Road. Said easement being [-I€.,,[;;feet in width and twenty (20)feet in length being the North fort of the Fast 20 feet of the above described property. Grantee agrees to survey the easement area and will provide!landscapescrecning around the easement area, Subject to easements and restrictions o record. •King ..,Siamof__WashingtonsiluaZodinCountyof Gramoe shall hove the dghl o illSS and eos$over 1 across Ihe Landof lhe Grantor Io end from Iilo nbov-dnedl<l Ioperly and th0 riohl Io clear and keep €laed all lses andothor obshuctians.Gr'nlee shill be IISlXnSible fo#alldamage caused !o Granlor arisJn9 lrom Grantee'sxm'¢iseof the righlsand privileges heroinojrantll. TheGrantorrosen,,es Uie rightIo OCCUpy,use andcAIhde said Easomenl forMpuq)o no Mcolsienl with.norinterfering with the [Jgh hmelngmrocl. The ih,cendons andprovisions of Ihiseasement shall inure o ha benefit of end be blli,g pon lhe hahn,executor. odmnis,atms,successorsand assigns of therespe¢eparties hereto. in witness wh@reof the urlorrJl has |uu€ozed ,his instrument ,his _...'7__._:;......."''.19.-. (Ir,{IN'lol AcluowlMgemenl) q Slate el u COy OI On IhJ,day i;'0n atearl bcfofo flt,B me e0noing msumom,endmo,ged thingnedb'e same n h'eo end vem,r o€1m¢l Oeod.Io ternsand proposes henn monlkeO. Gn.n unr myhard andofliciMsel tm Oa¥of Ig. y ww .... i • (Cmlporp Acfmowllgemenl} O misanypersom'app:,r_,,me EJ.3154 £3 06/R4/1993 17.80 IOOO.OO 8 ce 8 e !! .iIi P 0 •@ @ @ Memorandum TO:Jill Hill,City of Renton,Planning Department FROM:Terry Gibson,P.E.,Gibson Traffic Consultants (GTC) °ec . DATE:November 4,2005 RE:Traffic/Parking Assessment of Existing/New Traffic @ Renton Bible Church Gibson Traffic Consultants (GTC)has been retained by the Renton Bible Church to conduct a reduced scope traffic/parking study for theproposed expansion oftheir church. The subject church site is located on Union Avenue NE north of 10th Street NE in the City ofRenton.The proposed church addition would be built in 2 construction phase in 2006-2009 and would include a multipurpose/sanctuary addition,kitchen addition plus administration and youth room additions on the second floor.It is our understanding that the City ofRenton has requested current auto trips and parked vehicles as well as auto trips generated and increased parking demand with the proposed church expansion.The church has provided extensive parked auto counts and attendance figures from October i 2004 to May 2005 during Sunday 8:30 and 11:00 services.GTC has estimated weekday PM peak trips for the existing and proposed church using ITE manual data from section 560 (Church).This memorandum summarizes existing and future with project auto trips and parked vehicles as requested by the City ofRenton,in order to estimate the appropriate Traffic Mitigation Fee for the Renton Bible Church project. Parking Demand/Vehicles (Autos) Existing Conditions (2005):The existing church site has on-site parking for approximately 69 vehicles,with space for 49 vehicles in the main lot around the church= building and 20 additional vehicles in the overflow lot to the west.A gravel surface is provided for all parking spaces except for 10 spaces in 2 paved areas on the south side of the building.As for existing parking demand,there are an average of 19 vehicles parked during the 8:30 service and 44 vehicles during the 11:00 service based on attendance and parked car data for October 2004 to May 2005 provided by Renton Bible Church.On October 23,2005,GTC counted 43 vehicles parked during the 11:00 service which is consistent with the parking data provided by the church.... Future:Conditions with PrOject (2009):As shownon the Master Site Plan,a totalof 102 paved parking spaces including 5 handicapped/accessible stalls would be provided to the south and west ofthe expanded church=building.Per the City's parking code requirement of 1 car per 5 seats,102 parked cars would accommodate 510 attendees. The proposed Multipurpose Worship Center will have 340 seats plus 46 choir seats on a platform or 386 total seats.Thus,the proposed parking supply would accommodate 124 more attendees than the absolute capacity of the new Worship Center based on City code requirements.The functional capacity of a sanctuary is 80 %of the total fixed seats or 277 seats for the proposed Worship Center;309 total seats including the choir seats.Per ITE's Parking Generation manual (3d edition,2004),the Sunday peak parking demand is O.16 vehicles per seat or 0.44 vehicles per attendee.Using an average rate of O 0.30 and the functional capacity of 323 attendees/seats,the Sunday peak demand would be 93 vehicles.The average attendance at the main 11:00 service is 107 people at the existing multipurpose room with 140 seats and 44 parked vehicles.The expanded Worship Center would have a total of 309 seats occupied at functional capacity,which would amount to 97 parked vehicles based on the existing parking demand.Thus,based on ITE rates (93)or existing parking demand (97),the proposed on-site supply of 102 spaces would be adequate to accommodate the peak parking demand during worship services. Traffic Generation (Auto Trips) Existing Conditions (2005):The existing Renton Bible Church has a building square footage of 7,868 SF including the 720 SF portable building.There are a total of 140 seats in the multipurpose room,with a functional capacity (80%)of 112 seats.Per section 560 (Church)of ITE's Trip Generation report (7th edition,2003),the existing church generates an average of 230 davy and 82 peak-hour trips'for an average Sunday.For weekday trips at churches,trip generation is based on building square footage.The existing church building generates 72 daffy and 5 PM peak trips for an average weekday. Future Conditions with Proiect (2009):With construction of both phases of the proposed church expansion by 2009,the expanded church building would have a total square footage of 21,097 SF.There would be a total of 386 seats in the new Worship Center,with a functional capacity (80%)of 309 seats.Per section 560 (Church)of ITE's Trip Generation report (7m edition,2003),the expanded church would generate an average of 623 daffy and 222 peak-hour trips2 for an average Sunday.For weekday trips at churches,trip generation is based on building square footage.The new Renton Bible Church building would generates 192 daily and 14 PM peak trips for an average weekday. Increased Traffic with Project:The proposed Renton Bible Church project would increase the church building square footage by 13,229 SF,the worship center seating by 246 seats and on-site parking by 33 spaces.As summarized in prior sections,using ITE manual rates,weekday church traffic is estimated to increase by 120 daily and 9 PM peak trips;Sunday church traffic would increase by 403 daily and 140 peak trips. City Traffic Mitigation Fee:The City of Renton charges a Traffic Mitigation Fee of $75 for additional weekday PM peak trips generated by development projects.Thus, Renton Bible Church should pay the City a traffic mitigation fee of $675 for impacts of the proposed church expansion on the City street system. Sunday daily/peak trip estimates are based on averages oftrips generated using building square footageandoccupiedseats(see attached calculations/spreadsheets). 2 Sunday daily/peak trip estimates are based on averages oftrips generated using building square footage and occupied seats (see attached calculations/spreadsheets).l RAFF.IC ®@ We trust that GTC's traffic/parking assessment addresses trip generation and parking demand for the proposed expansion of the Renton Bible Church.If you have any questions on this memorandum,please call me at (253)857-8840.Thanks. Attachments XC:Dan Charles,Renton Bible Church Patrick Paul,Patrick Mitchell Architects ! r- €- (3 - LU ® Al-a< D.*". £) 0° c o I- o Z a - z E.<z "g "'N _ g ololo11 olo!o Lolo @ E0 E (.)I-- mn,"",LLI ® E C o I. 0"1" 0,. t:: .=I,,,,.o C ,9 °I,.I-.,- Z Z Z 0 U.I U)Ul(1') r .O4--J . 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I-- Renton Bible Church GTC #05-256 @ .......Attendance 8130 Service ICars 11:00 Service 3-Oct-2004 41 22 10-Oct-2004 34 20 17-Oct-2004 35 25 24-Oct-2004 46 27 31-Oct-20041 35 18 7-Nov-2004 32 20 14-Nov-2004 35 17 21-Nov-2004 37 21 28-Nov-2004 33 19 5-Dec-2004 37 19 12-Dec-2004 37 22 19-Dec-2004 27 19 26-Dec-2004 25 13 2-Jan-2005 30 19 9-Jan-2005 25 14 16-Jan-2005 28 17 23-Jan-2005 25 16 30-Jan-2005!36 21 6-Feb-2005 28 16 13-Feb-2005 35 16 20-Feb-2005 29 17 27-Feb-2005 31 20 6-Mar-2005 29 18 'i3-Mar-2005 37 20 20-Mar-2005 31 17 27-Mar-2005 94 39 3-Apr-2005!29 15 10.Apr-2005 27 16 17Apr-2005 20 14 24Apr-2005 32 20 1-May-2005 24 15 8-May-2005 26 15 15-May-2005 24 16 22-May.2005 31 19 CalTs' 1081 i40 114,40 120 45 118 49 107 46 117 53 81 37 103 46 115 46 133 49 104 47 122 49 81 34 99 43 109 144 109 46 122 46 116 50 118 49 85 46 104 42 114 43 104 43 110 44 116 49 93 33 97 40 102 41 .79 39 103 45 108 41 120 43 101-40 107 39 IAverage I 33 i 19 107 .,!44 t GTC count on October 23,2005 at 11:05 AM 43 rj&iI312e5 @9:@9 2e,5362GB5 .SELLN CONBTJ£-II,-I.( __OCTm oct n 3-"£' AINDA.ICZ Toud Tot4 Mon_.A,, ..........£i4°1 __Io?..-'"bJ .1 L t."":-''-..:+::-7<.,,0 &"-:" |I .-OO ,'vi,Cam 40 114_40 i2_z)q. 2;7__.t,,-(9'@.. 1,_('7 .s-:..j'l ;, Io 3 ,.6 OCT2¢4' NOV '2.")l'v.-":".'"1 ov,33 t 9 ]5 ................I c,9 .Z.7 .l '=/12,t .,_3 O ......1 ?q9#.,I .....o z ........r "l ,B z7 ,(,',,I.t _'r{ ,!7 zo i0 /lr,3 ,t €if? ,40 ],-,,_+&5 t 3'/.............-.-',.,,.?:,:;.:i't9_Ino 2 <.:-o--"--,-:A ..-:."$,+<;kgJl ,.,,............:.':+i ..+%,+.,.-,. s u '/o q7 4z.%,.+.,;.,-.,"z'.-t9.-,.::.+<- ,:{.-:r '..--:, ,,,.,:.:::/:.:.';. .....,,,.........."':::,;i • ._.q4,],.,,.--7 ;z., ..::;:,:'::.,.,. Y9 ..Iv 6,s".....<.."'t.,R..!,,,WO ..,,-..:..-:.:,+:...":':.+.;.::".!,t,./3 ''":'""""+"""" -F ,i',.:,r i'.-,-;l.,</4'7 .D...-:7@7 l; ?k-IR?"?# '1o )_G Y ® 06/!3/2ee5 e3;o 5-'I ,['Ct .[.=TRJ._I,]T]f.il • Y ([JO 1:abed)90/OI/TO :paepdN .i (JaUMO) 06qE-9Z:E-q;#:la, 9q086 VM 'uo3,ual 08E xo80d qJnqD alq!8 uoua (DeuoD) woD'lOe@eaS)l:)!J:lEd :lwa 0609-IZ8-c;Z :la #E086 VM 'puEI)IJ!)! 80Z# :a,s 3N anua^v q,OE]E O9;ET sa),epossv 11a431!14 >13Ped "C Ined >PU:led =ID=I 'H-A 'H-VS 'H-ND 'E91:-SOVN7 .___lk -1"1 0 rm. 0 0 (.- 0 mll. c 0 i Z Ii"1 0C m 0 S 0 0 0 0 \ GO Z o_O90c= ZD= O'Jm. o__t't) 0 ZD=. c7_ 0ZD.= /! -/ /// /f raoc) cQ c)c z)- o_.o C MwC) z mn 3 Z rrl n 0 ).- 0 0 .-,.h -0 C)-0CD -,q im00 0C Q.. C 5 C'D -. 2: Dm .3 w 0 0 0 C 0 CO F"00 w C) ,....0O) C 0 0 Z 0 o) 0 €-" C) •L" •:I" € = (.0m CI)0 00 0 0-a 00 CQ Z 0 m CJ 0 (Q Z0 Z Q. 0 C C r FIOOm CQ m rm cm z on ommuh iomOmo I'-C)O mn c,Q ZO (D ,e--I- CJ O 83 C/)O =3- (D O im00 (Q Z (IJ 00 Z 0 "om0 t I | ! ! | ! | | | , | | 1 | t TABLE OF CONTENTS SECTION I -PROJECT OVERVIEW SECTION II -CONDITIONS AND REQUIREMENTS SUMMARY SECTION III -OFF-SITE ANALYSIS SECTION IV -DETENTION ANALYSIS AND DESIGN SECTION V -CONVEYANCE SYSTEM AND DESIGN SECTION VI -SPECIAL REPORTS AND STUDIES SECTION VII -OTHER PERMITS SECTION VIII -ESC ANALYSIS AND DESIGN SECTION IX -BOND QUANTITIES WORKSHEET SECTION X <-OPERATIONS AND MAINTENANCE MANUAL APPENDICES APPENDIX A -VICINITY AND BASIN MAPS APPENDIX B -STORM DRAINAGE CALCULATIONS APPENDIX C -STORMWATER MANAGEMENT INFORMATION APPENDIX D -OPERATIONS AND MAINTENANCE MANUAL LIST OF FIGURES FIGURE 1 -Vicinity.Map FIGURE 2 -Pre-Developed Basin Map FIGURE 3 -Developed Basin Map FIGURE ;-Duration Analysis Graph 2 3 4 4 4 5 5 5 5 5 5 W | | ! ! ! ! | | | | | | | SECTION n -PROJECT OVERVOEW The Renton Bible Church site covers 1.86-acres consisting of two parcels numbered 092305- 9163 and -9209.The site's address is 931 Union Avenue NE in Renton,King County, Washington.It is located in the northeast quarter of the northeast quarter of Section 09,Township 23 North,Range 05 East,W.M.See Figure 1 in Appendix A for the Vicinity Map. This proposed project,to be built from 2006 to 2009,is the first of two phases.Phase I consists of remodeling the existing church building,constructing an addition toits east end and constructing site improvements such as parking,landscaping and drainage.Phase II,to be constructed from 2009 to 2015,consists of an addition to the westend of the building and construction of a second floor.For Phase I an existing portable structure will be demolished,as well as 920-sqft of the eastern portion of the existing church building.New parking and landscaping will be laid out,and a stormwater system designed to treat and control runoff will be designed. Existinq Conditions Summary The site is graded such that all runoff flows to the east towards Union Ave.SE and into its- conveyance system.This system drains to the Maplewood Creek Basin,which is located within the Cedar River/Lake Washington Watershed.The King County Soils map classifies the site's soils as Alderwood,Type C soils.The site is developed with a 7,329-sq ft church building,720- sq ft portable structure,paved and gravel parking areas,sidewalk and landscaping.There are no known stormwater conveyance or collection structures on site.See Figure 2 in Appendix B for a basin map depicting the pre-developed areas,which are summarized below. Pre-Developed Pervious/Impervious Description Impervious Existing bldgs,pavement and sidewalk Pervious Existin.q grass/landscaping Total Area Area 1.12 Ac. 0.74 Ac. 1.86 Ac. Proposed Developed Site Conditions Summary The proposed project consists of remodeling 920-sqft of the east end of the existing church building and constructing an addition to the east end.The paved driveway and parking areas are graded and have vertical curb and gutter such that stormwater runoff flows into catch basins.Runoff is conveyed through a Stormwater Management StormFilter Vault for water quality and then into a detention tank that controls the flow leaving the site.The tank releases runoff into the storm system within Union Ave.SE.See Figure 3 in Appendix B for a basin map depicting the developed areas,which are summarized below. Developed Pervious Description Impervious Building,pavement Pervious Grass and landscaping Total Area Area 1.40 Ac. 0.46 Ac. 1.86 Ac. | | ! li | ! | | | | | SECTOON II -CONDOTOONS ANDREQUHREMENTS SUMMARY This report is for the Conditional Use Permit.Formal civil engineering plans will be submitted with the site development application. SECTION ggo -OFF-SITE ANALYSOS Upstream,to the north,west and south of the site are houses whose roof drains and yards drain to their respective subdivision's roads.No runoff flows onto the site from these directions. Representatives from BASELINE Engineering and Dan Charles researched the downstream conveyance system as-builts as well as reviewed the downstream system in the field.The downstream system begins at the catch basin in the west side of Union Ave.SE.A 12-inch pipe continues south from this catch basin but only has a depth of 3'feet.3'feet of fall generally is not sufficient for detention. The proposed conveyance system is a retention system and therefore a down stream analysis is not required. SECTBON UV -DETENTION ANALYSUS AND DESIGN The King County Runoff Time Series Program (KCRTS)program was utilized to calculate pre- developed and developed peak runoff rates from the site.The developed runoff rates were used to size the infiltration tank for the 100-yr storm prescribed in the 1998 King County Surface Water Design Manual (KC-SWDM).See the KCRTS Analysis in Appendix B. Retention System The retention tank,located in the southeast corner of the site consists of 170-feet of 6-foot diameter CMP.The tank is designed to perculate the runoff with an infiltration rate of 10 miniin (6in/hr). Storm Event Developed flow Developed volume I (dev)(rdout)_I100-year 0.67 cfs "7046 cu.Ft. Water Quality Runoff from the site is directed to a 6'x12'Stormwater Management (now Stormwater 360) StormFilter Vault.There are 9 (nine)cartridges containing perlite media to treat runoff from the pollution generating surfaces from the site before it flows into the infiltration tank.See Appendix C for Stormwater Management's sizing and cost data. 4 | | | | | | |- -| | | | SECTnON V -CONVEYANCE SYSTEM AND DESIIGN The onsite conveyance system is comprised mainly of 12-inch CPEP.The roof drains are 6- inch PVC that are tight lined to the retention tanks.Roofs are considered to be a non-polluting surface so runoff from them does not require water quality.The critical run of pipe in the conveyance system,12-inch CPEP at a slope of 0.5%,was analyzed and has the capacity to convey the 25-year peak storm flow for the developed site. SECTUON Vi -SPECIAL REPORTS AND STUDDES The King County Soils Map shows the site to be Alderwood soils as shown in Appendix A.A geotech report will be performed by Associated Earth Sciences and will be submitted ata later date. SECTBON VO0 -OTHER PERMUTS The project will require a Site Development Permit from the City and a sanitary side sewer permit from King County Utilities. SECTIION VgUU -ESC ANALYSIS AND DESUGN In accordance with Core Requirement #5 (of the KC-SWDM),erosion/sedimentation control measures for this project will include use of Best Management Practices (BMPs)by the contractor during construction,and until the site has been stabilized.A list of BMP's used for this project is listed below. 1.Construction entrance 2.Cover measures:mulching,temporary seeding,etc. 3.Filter fabric fence 4.Catch basin inlet protection 5.Interceptor swale 6.Dust control SECTGON 0X -BOND QUANTmES WORKSHEET The Bond Quantities Worksheet shall be submitted at a later date,prior to project approval. SECTOON X -OPERATOONS AND MAINTENANCE MANUAL An Operations and Maintenance Manual for the permanent stormwater facilities is located in Appendix D. 5 | | ! ! | | | | | APPENDBX A VICINITY AND BASIN MAPS i | | ! ! | ! | | | | W i VUCINTY MAP O SCALE:1"=!,/4 MILE NORTH | | | ! I ! | | | | | | | | | Map Output Page 1 of 1 ArclMS HTiVIL Viewer iVla http://icernrcsusdagv/serveVcmesriesrimap.Esrimap?ServiceNarne=d-ng&Cient 10/10/2005 !i ¸ lliI I i i I I | J l ,! 0 / :i ¸! x i¸ i "i,r ,;.,!I [. ..,•=• HPEt/ooS = •i " I ii I!i i 'l m:- !•L • I • :,=. | I ii I = :i _;i.;-÷: =: I I I J | I | | | | | | J J I l ,÷I IIl lI I! I ! I I I I I | ! ! ! | | | | | | | | | | ,#,PPENIDDX IB STORM DRAINAGE CALCULATIONS KCRTS Analysis Project:04-135 Renton Bible Church September 26,2005 Page 1 of 1 | | | I I: I ! | | m | I | | | Pre-Developed Area Tributary to Retention System KCRTS Command CREATE a new Time Series Production of Runoff Time Series Project Location :Sea-Tac Computing Series :predev.tsf Regional Scale Factor :1.00 Data Type :Reduced Creating Hourly Time Series File Loading Time Series File:C:\KC_SWDM\KC_DATA\STTG60R.rnf Till Grass 0.74 acres =Loading Time Series File:C:\KC_SWDM\KC_DATA\STEI60R.rnf Impervious 1.12 acres "Total Area :i,86 aCres Peak Discharge:0.686 CFS at 6:00 on Jan 9,in Year 8 Storing Time Series File:predev.tsf Time Series Computed Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.338 6 2/09/01 2:00 0.273 8 1/05/02 16:00 0.406 3 2/27/03 7:00 0.293 7 8/26/04 2:00 0.353 5 10/28/04 16:00 0.358 4 1/18/06 16:00 0.426 -2 10/26/06 0:00 0.686 1 1/09/08 6:00 Computed Peaks .....Flow Frequency Analysis Peaks Rank Return (CFSi Period 0.686 1 i00.00 0.426 2 25.00 0.406 3 I0-00 0.358 4 5.00 0.353 5 3.00 0.338 6 2.00 0.293 7 1.30 0.273 8 i.i0 0.599 50.00 Prob 0 990 0 960 0 900 0 800 0 667 0 500 0 231 0.091 0.980 K:\kc_.swdm\04135\Sept_2005\04135 Infil Tank.10.21.05.doc Baseline Engineering,Inc.(SMH) B k KCRTS Analysis Project:04-135 Renton Bible Church September 26,2005 Page 2 of 2 | | | ! ! ! l | | | | | | Developed Area Tributary to Retention System KCRTS Command CREATE anew Time Series Production of Runoff Time Series Project Location :Sea-Tac Computing Series :dev.tsf Regional Scale Factor :1.00 Data Type :Reduced Creating Hourly Time Series File Loading Time Series File:C:\KC_SWDM\KC_DATA\STTG60R.rnf Till Grass 0.46 acres Loading Time Series File:C:\KC_SWDM\KC DATA\STEI60R.rnf Impervious 1.40 acres Total Area :1.86 acres : Peak Discharge:0.759 CFS at 6:00 on Jan 9 in Year 8 Storing Time Series File:dev.tsf Time Series Computed Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea-Tac -Annal Peak Flow Rates--- Flow Rate Rank (CFS) 0.381 0 320 0 455 0 357 0 428 0 405 0 520 0 759 Computed Peaks Time of Peak 6 2/09/01 2:00 8 1/05/02 16:00 3 2/27/03 7:00 7 8/26/04 2:00 4 10/28/04 16:00 5 1/18/06 16:00 2 10/26/06 0:00 1 1/09/08 6:00 .....Flow Frequency Analysis Peaks Rank Return (CFS)Period 0.759 i i00.00 0.520 0 455 0 0 0 0 ..0 0 2 3 428 4 4O5 5 381 6 357 7 320 8 679 25.00 i0 00 5 00 3 00 2 O0 I 30 i I0 50.00 Prob 0.990 0.960 0.900 O.8O0 0.667 0.500 0.231 0.091 0.980 KSkc._swdm\04135\Sept_20004135 Infil Tank.10.21.05.doc Baseline Engineering,Inc.(SMH) KCRTS Analysis Project:04-135 Renton Bible Church September 26,2005 Page 3 of 3 | | | | | | | | | | | | | | | | Retention Facility Retention/Detention Facility Type of Facility:Infiltration Tank Diameter:6.00 Trench Width:12.00 Tank Length:170. Effective Storage Depth:6.00 Stage 0 Elevation:I00.00 Storage Volume:7046. Vertical Permeability:i0.00 Permeable Surfaces:Bottom Riser Head:6.00 Riser Diameter:12.00 Top Notch Weir:None Outflow Rating Curve:None Stage (ft) 0.00 0.06 0.16 0.26 0.36 0.46 0.56 0.66 0.76 0.86 0 96 1 06 1 16 1 26 1 36 1 46 1 56 1 66 1 76 1 86 1 96 2 O6 2.16 2.26 2.36 2.46 2.56 2.66 2.76 2.86 2.96 3.06 3.16 Elevation (ft) i00.00 100.06 100.16 100.26 100.36 100.46 100.56 I0066 100.76 100 86 i00 96 i01 06 I01 16 I01 26 i01 36 i01 46 I01 56 i01 66 i01 76 I01 86 101.96 i02.06 102.16 102.26 102.36 102.46 102.56 102.66 102.76 102=86 102.96 103.06 103.16 Storage cu.ft) 0. 43. 123. 210. 303. 401. 502. 606. 714. 824. 936. 1051. 1168. 1286. 1407. 1529. 1652. 1777. 1902. 2029. 2157. 2286. 2416 2546 2677 28O8 2940 3072 3204 3337 3470 3603 3735 Tank ft ft ft ft ft cu.ft min/in ft inches (ac-ft) 0.000 0.001 0.003 0.005 0.007 0.009 0.012 0.014 0.016 0.019 0.021 0.024 O.027 0.030 0.032 0.035 0.038 0.041 0.044 0.047 0.050 0.052 0.055 0 058 0 061 0 064 0 067 0 071 0 074 0 077 0 080 0 O83 0 086 Discharge (cfs) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percolation (cfs) 0.00 : 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 KSkc__swdm\04135\Sept_20004135 Infil Tank.10.21.05.dec Baseline Engineering,Inc.(SMH) KCRTS Analysis Project:04-135 Renton Bible Church September 26,2005 Page 4 of 4 | | | I ! | | | | | | | | | | | •Retention Facility Continued3.26 103.26 3.36 3.46 3.56 3.66 3.76 3.86 3.96 4.06 4.16 4 26 4 36 4 46 4 56 4 66 4 76 4 86 4 96 5.06 5.16 5.26 5.36 5.46 5.56 5 66 5 76 5 86 5 96 6 00 6 i0 6 20 6 30 6 40 6 50 6 60 6 70 6 80 6 90 7 00 7.10 7.20 7.30 7.40 7.50 7.6O 7.70 7.80 7.90 8.00 103.36 103.46 103.56 103.66 103.76 103.86 103.96 104.06 104.16 104.26 104.36 104 46 104 56 104 66 104 76 104 86 <104 96 105.06 105.16 105.26 i05.36 105.46 105.56 105.66 105.76 105.86 105.96 106.00 106.10 106.20 106.30 106.40 106.50 106.60 106.70 106.80 106.90 107.00 107 I0 107 20 107 30 107 40 107 50 107 60 107.70 107.80 107.90 108.00 3868 4000 4132 4264 4395 4526 4656 4786 4914 5042 5169 5294 5419 5542 5663 5783. 5901. 6018. 6132. 6244, 6354. 6461. 6565. 6665. 6762. 6853. 6940, 7018. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 7046. 0 089 0 092 0 095 0 098 0 I01 0 104 0 107 0 Ii0 0 113 0.116 0.119 0.122 0.124 0.127 0.130 0.133 0 135 0 138 0 141 0 143 0 146 0 148 0 151 0 153 0 155 0 157 0 159 0 161 0 162 0.162 0.162 0.162 0.162 0.162 0.162 0.162 0.162 0.162 0.162 0.162 0.162 O.162 0.162 0.162 0.162 0.162 0.162 0.162 0.162 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.308 0.871 1.600 2.390 2.670 2.930 3.160 3.380 3.590 3.780 3.970 4.140 4.310 4.470 4.630 4.780 4.930 5.070 5.210 5.350 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0 .'28 0 28 0 28 0 28 0 28 0 28 0 28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft)(Ac-Ft) 1 0.76 0.00 0.00 6.00 106.00 7046.0.162 2 0141 *******0.00 1.40 101.40 1456.0.033 3 0.52 *******0.00 1.34 101.34 1381.0.032 4 0.46 *******0.00 1.04 101.04 1032.0.024 K:\kc_swdm\04135Sept_200bq04135 Infil Tank.10.21.05.doc Baseline Engineering,Inc.(SMH) KCRTS Analysis Project:04-135 Renton Bible Church September 26,2005 Page 5 of 5 [ W | ! I | ! | | | | | | | i Retention Facility Continued 5 0.43 *******0.00 6 0.38 *******0.00 7 0.36 *******0.00 8 0.32 *******0.00 Hyd 1 2 3 4 5 6 7 8 Inflow Target 0.76 0.69 0.46 ******* 0.52 ******* 0.41 ******* 0.38 ******* 0.43 ******* 0.32 ******* 0,36 ******* Outflow Calc 0.67 0.41 0.38 0.37 0.36 0.37 0.19 0.19 0.97 100.97 0.77 100.77 0.29 100.29 0.13 100.13 Peak Stage Elev 5.31 105.31 3.32 103.32 3.18 103.18 3.13 103.13 3.08 103.08 3.11 103.11 2.52 102.52 2.49 102.49 943. 723. 235. I00. Storage (Cu-Ft) 2535. 1496. 1409. 1378. 1347: 1368. I017. 999. 0.022 0.017 0.005 0.002 (Ac-Ft) 0.058 0.034 0.032 0.032 0.031 0.031 0.023 0.023 K:kc_swdm\04135\Sept_20004135 Infil Tank.10.21.05.doc Baseline Engineering,Inc.(SMH) APIPENIDOX C STORMWATER MANAGEMENT INFORMATION | | | | l | | | | | Using the flow-based method To determine the number of StormFilter cartridges needed for a highly impervious site (>70%impervious): 1.Calculate the peak flow rate from the water qualitystorm (Qat)for your site using the approved hydrologic models established by your local agency.If there are no agency guidelines,we recommend using the Santa Barbara Urban Hydrograph Method. 2.Calculate the number of cartridges required to treat the peak water quality flow rate (Now)for your site. Nnow =atreat (449 gpm/cfs /Qca)t gpm/cart) Notes: o Assume Qcart =15 gpm/cart,which is the maximumflow rate that an individual cartridge can treat.In some areas or situations,cartridges with a flow rate other than 15 gpm may be required,resulting in a different Q=t value. o If the number of cartridges is not a whole number,round the number of cartddges up to the next whole number. T 800.548.4667 F 800.561.1271 W stormwaterinc.com SF-5 | | ! | I | | | | | | SF-38 Sizing the Selecting and Sizing your StormFilter Precast StorrnFiher To determine the size of your F)recast StorrnFilter: 1.Determine the number of cartridges required to treat your water quality flow rate. See =Determining the number of StormFilter cartridges"for instructions on how to calculate this value. 2.Locate the number of cartridges in the Precast StormFilter sizing table below. 3,Use the corresponding StormFilter size. Note:Availability of vault dimensions may vary with region.Contact theStormwater Management Engineering Department to verify the dimensions available in your area. k. Tab0e 5.Precast StormFilter vault sizes StorrnFier Size Number of Cartridges Normal -erior Footprint dth Leng'h 6x8 1 to6 6x12 6 to 11 8x16 12 to 26 8x18b 26 to 33 6X12 /8xl 6 26 to 44 8X16 /8X16 45 to 59 8X18 b /8X18 b 60 to 66 7 9 7 13 9 17 9 19 9 35a 9 39a 9 43a a Allows 5'between units. b Only available on te East Coast. T 800.548.4667 F 800.561.1271 W stormwaterinc.com | | | | | | | | | APPENDIX D OPERATIONS AND MAINTENANCE MANUAL ENGINEERING,INCORPORATED E | ! | | | | | B | Storm Dainage lintennce Inuan Renon Bible Church Property Address 931 Union Ave.NE Renton,WA 98059 Parcel Nos.092305,9163 and -9209 Prepared for J.Patrick Mitchell,Architect Dan Charles 12620 120th Ave.NE,Suite #08 Kirkland,WA 98034 Phone:425-821-6090 Fax:425-821-0467 October 21,2005 BASELINE Job No.04-135 Prepared by: Sarah Hicks Manual content used with permission from the City of Port Orchard "Drainage Maintenance Standards for Commercial and Multi-Family Drainage Facilities,"dated August 2001 Land Planning &Use o Engineering o Surveying 1910-64th Avenue West °Tacoma,WA 98466 •(253)5654491.FAX (253)565-8563 o Seattle (206)824-1205 "Our goal is to exceed your expectations" "i'AIILIE OF CON'i'EIN'i'S Project Description List of Figures Drainage Facility Self-Inspection Resource Listing Facility Key Site Map Maintenance Components A.Type I Catch Basin (Inlet) B.Type II Catch Basin (Manhole or Control Structure) C.Flow Restrictor = D.Pipes E.Detention Tank F.Stormwater Management StormFilter (Vault) Appendix A -Figures Appendix B -Inspection/Maintenance Checklist Appendix C -Stormwater Management StormFilter Vault 2 3 4 5 9 10 11 12 12 14 17 19 2O 21 22 27 34 I | I [ I I [ | | [ | | | | | PIROJEOW DIE$OIIIIPTION The Renton Bible Church site covers 1.86-acres consisting of two parcels numbered 092305- 9163 and -9209.The site's address is 931 Union Avenue NE in Renton,King County,Washington.It is located in the northeast quarter of the northeast quarter of Section 09,Township 23 North,Range 05 East,W.M.See Figure 1 in Appendix A for the Vicinity Map. This proposed project,to be built from 2006 to 2009,is the first of two phases.Phase I consists of remodeling the existing church building,constructing an addition to its east end and constructing site improvements such as parking,landscaping and drainage.Phase II,to be constructed from 2009 to 2015,consists of an addition to the west end of the building and construction of a second floor. This project consists of remodeling 920-sqft of the east end of the existing church building and constructing an addition to the east end.The paved driveway and parking areas are graded and have vertical curb and gutter such that stormwater runoff flows into catch basins.Runoff is conveyed through a Stormwater Management StormFilter Vault for water quality and then into a retention tank that controls the flow leaving the site. Runoff from the site is directed to a 6'x12'Stormwater Management (now Stormwater 360) StormFilter Vault.There are 9 (nine)cartridges containing perlite media to treat runoff from the pollution generating surfaces from the site before it flows into the retention tank.The retention tank,located in the southeast corner of the site consists of 170-feet of 6-foot diameter CMP. The onsite conveyance system is comprised mainly of 12-inch CPEP.The roof drains are 6-inch PVC that are tight lined to the detention tanks,Roofs are considered to be a non-polluting surface so runoff from them does not require water quality.The critical run of pipe in the conveyance system,12-inch CPEP at a slope of 0.5%,was analyzed and has the capacity to convey the 25-year peak storm flow for the developed site. 3 Figure A-1 Figure A-2 Figure A-8 LUST Type I Catch Basin Type Ii Catch Basin Typical Detention Tank OF FUGURE$ 4 23 24 26 j | ! I ! | I | | | | | | | DIRAUNAGIE FACBLBqTY'SELF4NSPIECTBON 1.How the Process Works: Commercial and multifamily property owners within The City of Renton are responsible for inspecting their drainage facilities as well as performing regular maintenance in accordance with The City of Renton and Washington State Department of Ecology standards.•This work may be done either by in-house staff or a vendor/contractor. This manual includes an individual site plan showing your property's drainage facilities, information about the jurisdiction's standards for drainage facilities,maintenance information and instructions,and an inspection/maintenance checklist form to be completed indicating that the inspection and maintenance have been completed.A copy of this manual and copies of all completed inspection/maintenance checklists must be kept on site at all times.The City may require that you submit the inspection/maintenance checklist.Contact the City for submittal requirements.See the Resource Listings on page 9 for contact information. Here are the specific steps in the process: A.Facility Identification: Review your site plan on page 11 for drainage facilities such as a pond,tank,vault,etc.To assist you in identifying components,refer to the definitions and sketches in this manual. Check the appropriate column,"Yes"or "No",on the enclosed inspection/maintenance checklist,indicating whether the components for each facility type are on your property. NOTE:Most systems have both retention/detention (R/D)and conveyance system components (typically a conveyance system can contain a combination of bioswale(s), ditch(es),pipe(s),and catch basins). B.Inspection: Inspect all facilities/components checked "Yes"using in-house personnel or a vendor/contractor.Refer to this manual,which describes the City standards for each •component and identifies possible maintenance problems with number and description. k | ! I I | |, | I iI | | t 1, Report the inspection results on the enclosed inspection/maintenance checklist in the following manner: If the facility component already meets the standard,write "meets standard"in the space for that component. If the component has a maintenance problem,list the problem number from this booklet in the space for that component. NOTE:If there is more than one component,list the component ID number.(i.e.,CB #3, CB #4,etc.)along with the problem number.You need only list components with problems in this case.Use the back sheet of the form or attach a separate sheet if necessary. C.Maintenance Work: If maintenance is required,have the work performed by in-house personnel or a vendor On the inspection checklist,check off that the work has been completed in the "Work Completed"column,and indicate the date completed. D.Certification: Provide the information indicated and sign under the certification section,certifying under penalty of perjury that the inspection has been performed,and either no maintenance needs were identified or the work was completed as indicated on the checklist. E.Submittal: The City may require that you submit the inspection/maintenance checklist.Contact the City for submittal requirements.See the Resource Listings on page 8 for contact information. 2.Be Safe! Use caution when entering or working around catch basins and manholes,and conform to confined space entry laws.Most inspections can be performed above ground.If confined space entry is required,it is recommended that you contract with a qualified vendor or contractor with confined space entry experience. Property owners are responsible for the safety:of all persons,including in-house and vendor/contractor personnel,performing confined space entry on their propertyunder Washington Administrative Code (WAC)296-62-145,with is Part M,Chapter 62,Confined Spaces.This responsibility may involve undergoing an assessment of the property to determine whether a permit is required for confined space entry.Contact the City for permit requirements. For information and assistance,contact Washington State Labor &Industries Consultation Program at (206)281-5470.Information can also be found at http://www.lni.wa.gov. 6 1, III | ! | ! | [ I |- !1 3.Tools of the Trade Depending of the type of facility you have,some of the following tools may be of assistance in doing your own inspection:- Task Opening Manhole Cover Opening Stuck Lids/Grates Measuring Sediment Depths Tool 1/2"Allen Wrench o Crow Bar o Liquid Wrench o Measuring rod (an 8-footlength of, aluminumconduit marked at 1-foot intervals works well for most systems) o Tape or Chalk Measuring Storage Space/Sediment Depths o Tape Measure (12ft) Lifting Grates/Lids o Manhole Cover Hook Inspection from above ground o Mirror on a long handle o Straight-pointed barProbingforcatchbasins/moving heavy objects General Flashlight (6 volt lantern or halogen recommended) Flat Screwdriver Phillips Screwdriver Shovel Trash Can Vice Grips 10"Wrench 15"Wrench ÷ 4.Sediment Estimatinq-the Most Common Task The most common maintenance problem encountered is excessive sediment level in a Type I or Type II Catch Basin.Please refer to this manual for information on other maintenance problems. Here is how to check the sediment level in a Type I or Type II Catch Basin: A.Remove the manhole cover/grate. Using a ½-inch Allen wrench and a catch basin grate hook or crow bar. B° C. Identify the sump depth (water level). using a probe or rod,identify the sump depth.This is done by inserting the rod through the water and sediment until it hits the bottom of the catch basin;water level will be visible for measurement upon removal.NOTE:Under normal conditions,the water level should be even with the outlet pipe.A higher level indicates a blockage in the outlet:(Refer to the " booklet for more information) 2) Identity the sediment level.Top of sediment1)Put the probe or rod in through the water until mark "reference"- it touches the top of the sediment.Mark it level at ground \with relation to a stationary point in the catch basin with tape or chalk (Position A). Put the probe or rod in through the water and %", 3) sediment until it touches the bottom of the catch basin,and mark the probe with relation to the same stationary point as in Item 1 above (Position B). The difference between the two marks is the sediment depth. The water mark left on the rod is the "sump depth".Measure the ratio of sediment depth to sump depth to determine the allowable amounts. f IP=t4t Mark 'newreference'level at Measure difference inreferencelevelstodeterminesediment depth. In Type I and Type II catch basins,the sediment must be removed if the sediment level exceeds one-third (1/3)of the sump depth (water level) in order to meet City of Renton and Washington State standards. 8 RIS$OLIR(]E LISTIIIG If after consulting this manual you are still unsure whether a problem exists or the steps that need to be taken to correct the problem,please contact The City at the number below and ask for technical assistance. Jurisdiction:City of Renton 425-430-7204 Other Project Contacts Architect:.J.Patrick Mitchell (Dan Charles) 12620 120t"Ave.NE,Suite #208 Kirkland,WA 98034 Engineer:Baseline Engineering Inc 1910 64th Avenue West Tacoma,WA 98466 ManufacturedSupplier:Stormwater Management,Inc.(Stormwater 360) 12021-B NE Airport Way Portland,OR 97220 9 I 18 II I ,.J . Ii1 | FACBLBTY IIEY Use the table below along with the Site Map on the following page to identify the components of your storm drainage system.Then use the information in the Maintenance Components section of this manual to inspect and maintain your storm drainage system. | I IB Storm Drainage System Component Abbreviation A.Type I Catch Basin CB B.Type II Catch Basin TIICB C.Pipes P D.Retention Tank RT E.StormFilter Vault SFV I |- | | | |: I | | l 10 [ AUNTENANCIE COMPONENTS A.Type B Catch Basin (also referred to as Inlet) Definition:An underground concrete,water receiving,inlet,rectangular in shape (approximately 3'x 2'x 4'deep)with a slotted iron grate on top to inlet water or a solid rectangular cover.Water may also enter/exit through culverts visible in the side walls of the basin. Maintenance Problem and Number: A.1 Trash &Debris (including Sediment)Blocking Water from Entering Basin:Trash or debris of more than ½cubic foot that is covering the catch basin grate or is blocking the inlet grate to basin by more than 20%. Maintenance Necessary to bring to Standard:Remove all trash and debris from the front of the catch basin inlet.If using a vendor or contractor,ensure that the vendor or co.ntractor properly disposes of waste.If not using a vendor or contractor,call the City for disposal information. A.2 Trash &Debris (including Sediment):Trash and debris (in the basin)that exceeds one-third the depth form the bottom of the basin to invert of lowest pipe into or out of the basin.This is the most common maintenance requirement. A.3 Maintenance Necessary to bring to Standard:Remove all trash and debris from the catch basin.If using a vendor or contractor,ensure that the vendor or contractor properly disposes of waste,if not using a vendor or contractor,call the City fordisposal information: Trash &Debris (including Sediment):Trash and debris in any inletor outlet pipe blocking more than one-third of its height. A.4 Maintenance Necessary to bring to Standard:Remove all trash and debris from inlet and outlet pipes.If using a vendor or contractor,ensure that the vendor or contractor properly disposes of waste.If not using a vendor or contractor,call the City for disposal information./ SettlementJiVlisalignment:Basin settles more than 1 inch or has rotated more than 2 inches out of alignment. Maintenance Necessary to bring to Standard:Repair or replace basin to design standards. A.5 Structural Damage to Frame and/or Top Slab:Top concrete slab has holes larger than 2 square inches or cracks wider than inch (intent is to make sure all material is running into the basin through the grate). Maintenance Necessary to bring to Standard:Repair top slab so that it is free of holes and cracks. 12 1 | ! | | | | | | L | I | | A.6 A.7 A.8 A.9 A.IO A.11 A.12 A.13 Frame Not Sitting Flush on Top Slab:i.e.,separation of more than ¾inch of the frame from the top slab. Maintenance Necessary to bring to Standard:Repair top slab so that it is free of holes and cracks. Cracks in Basin Walls/Bottom:Cracks wider than ½inch,any evidence of soil particles or water entering the catch basin through cracks,or maintenance person judges that the structure is unsound. Maintenance Necessary to bring to Standard:Repair or replace basin to design standards. Cracks in Basin Around Inlet/Outlet Culverts:Cracks wider than ½inch at the joint of any inlet/outlet pipe or any evidence of soil particles or water entering the catch basin through cracks. Maintenance Necessary to bring to Standard:Repair or replace basin to design standards. Fire Hazard:Presence of chemicals such as natural gas,oil and gasoline. Maintenance Necessary to bring to Standard:Remove flammable chemicals so that none are present.Call the City for disposal information. Pollution:Presence of any chemical pollution. Maintenance Necessary to bring to Standard:Remove contaminants so that none are present.Call the City for disposal information and notify them of the presence of chemical pollution. Catch Basin Cover Not In Place:Cover is missing or only partially in place.Any open catch basin requires maintenance. Maintenance Necessary to bring to Standard:Repair catch basin cover so that it is closed. Metal Grates -Safety Hazard:Grate with opening wider than 7/8 inch. Maintenance Necessary to bring to Standard:Repair grate opening so that they meet design standards. Metal Grates -Damaged or Missing:Grate is missing or has broken members: Maintenance Necessary to bring to Standard:Repair or replace grate so that it is in place and meets design standards. 13 BD Type H Catch Basin (also referred to as Manhole or Control Structure) | Definition:A round underground concrete basin (4'-8'diameter,6'deep or deeper),may contain a PROP (Flow Restrictor/Oil Pollution Control device).These basins are also required when larger diameter culverts are used. Maintenance Problem and Number: B.1 Trash &Debris (including Sediment)Blocking Water from Entering Basin:Trash or debris of more than ½cubic foot that is covering the catch basin grate or is blocking the inlet grate to basin by more than 20%. ! II II II il | B.2 B.3 Maintenance Necessary to bring to Standard:Remove all trash and debris from the front of the catch basin inlet,if using a vendor or contractor,ensure that the vendor or contractor properly disposes of waste.Ifnot using a vendor or contractor,call the City • for disposal information. Trash &Debris (including Sediment):Trash and debris (in the basin)that exceeds one-third the depth formthe bottom of the basin to invert of lowest pipe into or out of the basin.This is the most common maintenance requirement. Maintenance Necessary to bring to Standard:Remove all trash and debris from the catch basin.If using a vendor or contractor,ensure that the vendor or contractor properly disposes of waste.If not using a vendor or contractor,call the City for disposal information. Trash &Debris (including Sediment):Distance between trash and debris build- up from the bottom of orifice plate is less than 1-1/2 feet. Maintenance Necessary to bring to Standard:Remove all trash and debris from the catch basin.If using a vendor or contractor,ensure that the vendor or contractor properly disposes of waste.If not using a vendor or contractor,call the City for disposal information. B.4 Structural Damage to Frame and/or Top Slab:Top concrete slab has holes larger than 2 square inches or cracks wider than ¼inch (intent is to make sure all material is running into the basin through the grate). Maintenance Necessary to bring to Standard:Repair top slab so that it is free of holes and cracks. B.5 Frame Not Sitting Flush on Top Slab:i.e.,separation of more than ¾inch of the frame from the top slab. Maintenance Necessary to bring to Standard:Repair top slab so that it is free of holes and cracks. B.6 Cracks in Basin Walls/Bottom:Cracks wider than 1/2 inch and longer than 3 feet,any evidence of soil particles or water entering the catch basin through cracks,or maintenance person judges that the structure is unsound. 14 | | | | | | | | B.7 B.8 B.9 B.10 B.11 B.12 B.13 B.14 k Maintenance Necessary to bring to Standard:Repair or replace basin to design standards. Cracks in Basin Around Inlet/Outlet Culverts:Cracks wider than ½inch and longer than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particles or water entering the catch basin through cracks.Connections to inlet/outlet pipe are not watertight and show signs of rust. Maintenance Necessary to bring to Standard:Repair or replace basin to design standards.Repair connection to pipe to become watertight. Settlement/Misalignment:Basin settles more than 1 inch or has rotated more than 6 inches out of alignment. Maintenance Necessary to bring to Standard:Repair or replace basin to design standards.. FireHazard:Presence of chemicals such as natural gas,oil and gasoline. Maintenance Necessary to bring to Standard:Remove flammable chemicals so that none are present.Call the City for disposal information. Pollution:Presence of any chemical pollution. Maintenance Necessary to bring to Standard:Remove contaminants so that none are present.Call the City for disposal information and notify them of the presence of chemical pollution. Catch Basin Cover Not In Place:Cover is missing or only partially in place.Any open catch basin requires maintenance. Maintenance Necessary to bring to Standard:Repair catch basin cover so that it is closed. Metal Grates -Safety Hazard:Grate with opening wider than 7/8 inch. Maintenance Necessary to bring to Standard:Repair grate opening so that they meet design standards. Metal Grates -Damaged or Missing:Grate is missing or has broken members. Maintenance Necessary to bring to Standard:Repair or replace grate so that it is in place and meets design standards. Metal Grates -Trash and Debris:Trash or debris that is blocking more than 20%of the grate surface. 15 t | ! ! I, | | | |, | | | B.15 Maintenance Necessary to bring to Standard:Remove all trash and debris from grate. Access Ladder -Unsafe:Ladder is unsafe due to missing rungs,misalignment, rust or cracks. Maintenance Necessary to bring to Standard:Repair ladder so that it is in place and meets design standards and allows maintenance person safe access. 16 l | | | ! ! ! | | | | | | | ..-• C.Pipe_/CuOvert Definition:A conveyance culvert of varying diameter.May be constructed as concrete pipe -(CP),reinforced concrete pipe (RCP),corrugated metal pipe (CMP),high density (smooth wall) polyethylene pipe (HDPP),ductile iron (DI),or corrugated high density polyethylene pipe (CPEP),br polyvinyl chloride pipe (PVC). Maintenance Problem and Number: C.1 Sediment &Debris:Accumulated sediment or debris that exceeds 20%of the diameter of the pipe. Maintenance Necessary to bring to Standard:Clean pipe of all sediment and debris. C.2 Vegetation:Vegetation that reduces free movement of water through pipes. Maintenance Necessary to bring to Standard:Remove vegetation so water flows freely through pipes. C.3 Protective Coating Damage:Protective coating is visibly damaged,or rust is causing more than 50%deterioration to any part of the pipe. Maintenance Necessary to bring to Standard:Repair or replace pipe. C.4 Joint or Culvert Misalignment:Joints are visibly misaligned,or culverts alignment is disrupteC. Maintenance Necessary to bring to Standard:Realign or re-connect affected pipe. C.5 Pipe Damaged:Any dents that decrease the cross sectional area of the pipe by more than 20%. Maintenance Necessary to bring to Standard:Repair or replace pipe. 17 | I II ! | ! | J |i |! | D.Re en ionlDeten ion Tanks Definition:A stormwater facility typically constructed of corrugated pipe,which provides underground storage of stormwater as part of a runoff quantity control system. Maintenance Problem and Number: D.1 Plugged Air Vents:One-half of the end area of the vent is blocked at any point with sediment and/or debris (Vents are at located at the top of the storage tank). D.2 D.3 Maintenance Necessary to bring to Standard:Remove sediment and debris so that there is no clogging or blockage in the vent. Sediment and Debris:Accumulated sediment depth exceeding 10%of the storage depth or ½length of the storage tank or any point depth exceeds 15%of the storage depth. Maintenance Necessary to bring to Standard:Remove all sediment and debris from the storage area.If using a vendor or contractor,ensure that the vendor or contractor pi'operty disposes of wastD.If not using a vendor or contractor,call the City for disposal information. Gaps between Tank/Pipe Sections:Any cracks allowing material to enter into the facility. Maintenance Necessary to bring to Standard:Seal all joints between tank/pipe sections. D.4 Tank/Pipe -Structural Damage:Any part of the tank/pipe that is bent out of shape more than 10%of its design shapD. Maintenance Necessary to bring to Standard:Repair or replace tank/pipe to design standards. D.5 Manhole Cover Not In Place:Cover is missing or only partially in placD,Any open catch basin requires maintenance and a cover. Maintenance Necessary to bring to Standard:Repair catch basin cover so that it is closeC. 18 J | | | ! I l | | | | l J | | F=S;orrnater ianageen SorrnFier (forthcoming) Definition:See Appendix for the manufacturer's description. Maintenance Problem and Number:see Appendix for manufacturer's Operation and Maintenance Guidelines for maintenance requirements and manufacturer's checklists. 19 FT" 1,3Z d:3 ,e, -<, c'0 N •--,-,j} I I I ¢ SPLIT PACE C.M.U. VENEER SOUTH ELEVATION ,SCALE:1/8"-1'-o" EL PLOOR 4-50.0 , STUCCO PIN.IPLOOR 420 )i ..,.I 1Z 1Z NORTH BEYONI: /I 1Z ELEVATION EYOND CEDAR SCALE:1/8"---I '-O" CROSS ±3 STEEPLE __ CLEARSTORY BEYOND EX,15TING DLDG. 1Z __1__EXISTING REMODEL/ADDITION PL.HT. SHINGLES ........ SPLIT PACE C.M.U.VENEER EL PLOOR 450.O STUCCO PL,HT.430 b0 PIN.PLOOR 420,0 I IIII F.Z Z dD N 45Z.5 EL. 441.83 PL.HT. 6"_HORIZONTAL.__I/__ "HARDIPLANK"LAP SIDING PACE CM.U.VENEER JOB No.0325 Z0 <Z<_J xIii m o UJ dZ ISSUE n-3 Diii j oIii _% OF-LLI<a!->o_N -r121 <m =2 t IL3=o5 ,-,,-4,.p Iii""t if) ="rea. < p-, IZ '/II // II '/iii //I //11 //II 4 441.83 PL HT. bb WEST ELEVATION SCALE:1/8"=1'-o" TOWER % COMP. SHINGLES EAST ELEVATION :::ViII UNION ,k/P__.N.P__. SCALE:1/8"=I '-O" .SPLIT PACE C.M.U.VENEER EL PLOOR 450.O / ¢. bb PLHT.43O PLOT DATE:NOV.23,2005 0cm .IT. Z .<o --I5 (Dh>l-ro n 00 I0i i ,v \i,....,L,,_Lj_J i S i !,i............i l ,," •"-t ,1i ,.-..............,,I1 . Z.i.............""...,7 .l];.L].LL.{_._.L.___--zU-IL"E 7'J'L]_7 "_...................................JA L p .....................................................................................................................................7.J'.L]]L;;/..7..[-Z£Z;TZZTZ2-T._,-.TLZZ]L-.2.-"..I............I...........-,-,i i ., 0 ,' !i.! t S I [ \ L -I ! 1 t #i i--.- "IL r v!I I:',.........--- .,i .i ,+i -- / .t -!............%...........I..............i-........ ,I t i onr, SUITE 208 TOTEM EAST BUILDING (425)821-0467 FAX 12620 120TH AVE.NE.KIRKLAND,WA.98034 (425)821-6090 RenTon BMe Cbuecb 973 Union Avenue NonTbeasT,Renwn,WasblnqTon 98056 PHASE I &II NEIGHBoRHOoD PLAN DRAWN:JDH APPD JPM CHECKED IOo CITI JPM No. 11-22-05 DATE BY EXPLANATION t-O Zo 0O0 TI :.,j A NEW PERSPECTIVE "THE LITTLE CARES THAT FRETTED ME, ,I LOST THEM YESTERDAY AMONG THE FIELDS ABOVE THE SEA, AMONG THE WINDS AT •PLAY; AMONG THE LOW.iNG OF THE HERDS, THE RUSTLING OF THE TREES, •AMONG,THE SINGING.OF THE BIRDS, THE HUMMING OF THE BEES.. 'THE FOOLISH FEARS OF .WHAT-MAY HAPPEN, .i CAST,THEM ALLAWAY .AMONG THE CLOVER-SCENTED GRASS, AMONG THE NEW-MOWN HAY; AMONG THE HUSKING OF .THE-CORN WHERE DROWSY POPPIES NOD, WHERE.ILL THOUGHTS DIE AND GOOD ARE BORN, OUT IN THE FIELDS WITH GOD. ELIZABETH BARRET BROWNING LANDSCAPE PLAN SCALEi I"=20'-0" ............DESCRIPTIO OF THE PROPOSEDLANDSCAPE DVELOPMENT BY-AREA: A -THE LANDSCAPING AT THE VEHICULAR ENTRANCE OFF OF UNION AVENUE S.E WIL BE ENHANCED TO INCLUDE A FEW NEW DECIDUOUSI (FLOWER- ING)'TREES AS WELL AS AREAS OF LOW SHRUBS,GROUND COVER AND LAWN. B -THE LANDSCAPING AT THE EASTERN END 0F THE BUILDING WILL BE ENHANCED O COMPLEMENT THE PLANTING THAT IS ALREADY THERE AS WELL AS THE TALL F_JEVATION OF THE CHURCH BUILDING.THERE WILL ALSO BE A CURVE-EDGED LAWN AREA ADJACENT TO-THE CHURCH'S EASTERN SIDE. C -THE LANDSCAPING THAT WILL RUN ALONG THE EDGES OF THE SOUTHERLY .......LINS WILL TAKE THE EORM OF PRIMARILYANDNORTHERLYPROPERTY"'.... DECIDUOUSTRES (W,TH AN OCCASIONAL EVERGREEN TREE)THAT WILL ACT AS A LIVING BUFFER/SCREEN,THESE TREES WILL BE UNDER- PLANTED WITH EVERGREEN AND DECIDUOUS SHRUBS AND GROUND COVER PLANTS.NOTE THAT THERE ARE ALREADY A NUMBER OF TREES GROWING ON THE SOUTHERLY PROPERTY LINE AND NEAR THE NORTHERLY PROPERTY LINE ALSO. ]D -,THE LANDSCA:PING AT THE EASTERLY PROPERTY LINE WILL ALSO TAKE THE FORM.OF'DECIDUOUS AND EVERGREEN TREE'S DESIGNED TO BUFFER/ SCREEN HE CHURCH BUILDING FROM THE ADJACENT RESIDENTIAL LAND USE.THERE WILL ALSO BE LARGER SCALE SHRUBS OF DIFFERENT TYPES PLANTED HERE TO CREATE YEAR-ROUNDINTEREST .............. E -THE LANDSCAPING IN THE PARKING LOT AREASWILL BE DIFFERENT TYPES OF DECIDUOUS TREES UNDERPLANTED WITH GROUND COVERS. F -THE,LANDSCAPING ADJACENT TO THEWESTERN SIDEOF THE:CHURCH" BUILDING WILL TAKE THE FORM OF A FEW SMALLER SCALE TREES UND.ER-PLANTD WITH SHRUBS.ANDGROUND COVERS SPECIFICALLY ,CHOSEN FOR UP-CLOSE VIEWING. G -THE PLANTING ADJAcENTI TO THE SOUTHERN SIDE OF THE BUILDING WILL BE A COMBINATION OF DECIDUOUS TREES,EVERGREEN AND DECID- UOUS SHRUBS AS WELL AS GROUND COVER PLANT MATERIAL ALSO CHOSEN FOR UP-CL0SE VIEWING.THERE WILL ALSO BE PORTIONS OF LAWN HERE TO ACT AS THE "FRONT YARD".OF THE CHURCH. H -THE LANDSCAPING ON EITHER SIDE OF THE MAIN ENTRANCE TO THE "CHURCH BUILDING WILL ALSO BE CAREFULLY CHOSEN FOR UP-CLOSE VIEWING AND MAY EVEN FEATURE PLANTS WITH AROMATIC CHARACTER- ISTICS. i LANDSCAPE (LDSC)PARKING AREA ANALYSIS 102 STALLS X 35 SF/STALL =3,570 F(REQUIRED LANDSCAPING) INTERIOR LANDSCAPE AREA 1,332 F (ACTUAL) PERIPHERAL(AcTUAL)LANDSCAPE AREA @ 6,261 SF TOTAL AcTuAL (LDSC)''7,593 'F (THIS IS MORE THAN REQUIRED) '('U ")EXCLUDES REQUIRED 5'SETBACK !!:' PARKING"ANALYSIS (PER CODE) |10 STALLS ON-SITE 30,6 COMPACT STALLS ALLOWED t|(30%OF TOTAL) 5 ACCESSIILE (HC)STALLS REQUIRED P'.PARKING ANALYSIS (ACTUAL) )30 COMPACT STALLS (8'6"X 16'0") 67 STANDARD STALLS (9'0"X 20'0") ACCESSIBLE (HC)STALLS (I VAN +4 STANDARD) N Y A IST OF THE PLANT TY:?ES THATMAYBUSED"INTHIS ANDSCAPE PROJECT: TREES::VINE MAPLE/AER CIRCINATUM (Deciduous) iEUROPEAN HORN;B:EAM/CARPINUS BETULUS (Dec.).. .!WINTER FLOWERING CHERRY/PRUNUS SUBHIRTLLA AUTUMNALIS (Dec.) IDEODAR CEDAR/CEDRUS DEODARA (Evergreen) IEASTERN REDBUD/CECIS CANADENSIS (Dec.} !WESTERN HEMLOCK/TSUGA HETEROPHYLLA (Ever.) !SAUCER MAGNOLIA/MAGNOLIA SOULANGIANA (Dec.) iLODGEPOLE PINE/PINUS CONTORTA (Ever.) !THORNLESS HONEY ,LOCUST/GLEDITSIA TRIACANTHOS INERMIS (Dec.) iJAPANESE BLACK PINE/PINUS THUNBERGI.ANA (Ever.) pYOSHINO CHERRY/PRUNUS YEDOENSIS(Dec.) URPLE-LEAFED SMOKE TREE/COTINUS COGGyGRIA 'PURPUREUS'(Dec.) IPINK FLOWERING DOGWOOD/CORNUS FLORIDA RUBRA (Dec.) SLENDERFALSE CYPRESS/CH4AECYPARIS OBTUSA 'GRACILIS'(Ever.) MAIDENHAIR TREE/GINKGO BILOBA {Dec.) QUAKING ASPEN/POPULUS TREMULOIDES (Dec.) KOREAN STEWARTIA/STEwARTIAKoREANA (Dec.) WASHINGTON "THORN/CRATAEGUS PHAENOPYRUM (Dec.) PIN OAK/QUERCUS PALUSTRIS (Dec.) SRUBS:BURNING BUSH/EUONYMUS ALATUS COMPACTUS (Dec.) RHODODENDRON VARIETIES (Ever.), WINTER DAPHNE/DAPHNE ODORA (•Ever.) CHINESE WITCH HZEL/HAMAMELIS MOLLIS (Dec°) BORDER:FORSYTHIA/FORSYTHIA INTERMEDIA 'SPEcTABILIS'(Dec.) D#ARF RED-LEAF PLUM/PRUNUS CISTENA {Dec.) REDTWIG DOGWOOD/CORNUS STOLONIFERARuBRA (Dec.) OREGON GRAP/MAHONIAAQUUIFOLIUM (Ever.) ENKIANTHUS/ENKIANTHUS CAMPANULATUS (Dec.) BAUTYBERRY/CALLICARPA BODINIERI GIRALDII (Dec.) OAKLEAF HYDRANGEA/HYDRANGEA QURCIFOLIA (Dec.) SARCOCOCCA/SARCOCOCC HUMILIS (Ever.) •VIBURNUM/VIBURNUM DVIDII (Ever.) ROYAL STAR MAGNOLIA/MAGNOLIA STELLATA (Dec.) HARRY LAUDER'S WALKING STICK/CORYLUS AVELLANA 'CONToRTA'(Dec.) ZABEL LAUREL/PRUNUS LAURocERASUS 'ZABELLIANA'(Ever.) AZALEA VARIETIES (Ever.&Dec..). GROUND COVERS:KINNIKINNICK/ARCToSTAPHYLOS UVA-URSI (Ever.),9 ':''6. JAPANESE SPURGE/PACHYsANDRA TERMINALIS (Ever.) BUNcHBERRY/CORNUS CANADENSIS (Dec.)9qO \%b BEARBERRY COToNEAsTER/COToNEAsTER DAMMERI (Ever.)%' AJUGA/AJUGA REPTANS (Ever.) CHEcKERBERRY/GAuLTHERIA:PROcuMBENS (Ever.) J JOB No.0325 Z< _J <0 Z<Z 0 -(21 ISSUE "-3 z 8 -/"--3 P-. --I,I-- 01'° o ___cCv k- o_ . SHEET NO. OF 6 PLOT DATE:SEPT.28,2005 JOB No.0325 H I I I 1 I KOOP DELOW/- 5P_CONE::>PLOOK PLAN PHASE II SCALE:1 "--Z o'-o" SINGLE I=AMILY &UTILITY EASEMENTDRAINAGE SINGLE PAMILY RESIDENCE 00 \ SINGLE IAMILY RESIDENCE IIII / / I:)UMPSTEK ENCLOSEI{ / 7 I LI I I SINGLE AMILY I{ESIDENCE / TODDLER EXISTING BUILDING AR.P_::A SHOWN WITH DIAGONAL HATCHING PIRST PLOOE PLAN PHA5E II SCALE:1 "=Z O'-O" /!//ii!I TOTAL PAt{KING (10Z) MA5TEK 51TE 0 /! # # # i SINGLE PAMILY ::)LE (L (L r i i i L 0 RESIDENCE EXISTING IUILDli'IG AP.EA SHOWN WITH [:)IAGONAL HATCHING 6'50LID WOOD PENCE .SCALP__:I "=ZO'-O" i'i;6 PIR5T PLOOK SCALE:1"=Zo'-o" / //It/ 5INGLE AMILY KESIDENCE PC \LL JNLINK PENCE // / 1LANDSCAPEPLANTER5 L \tt--/\/\/ PLAN o"@ w ,,/ ,/ L LINE:OPKOOP ABOVE PHASE 1 5INGLE PAMILY IESII:::)ENCE /I / :ii / ";:,:D:0-£i 6'SOLID WOOD PENCE 0'0" 7 ;LO :As IlO II LANDSCAPE I oz STALL5 X 35 5P/STALL = (REQUIRED LANDSCAPING) INTERIOR LANDSCAPE AREA (ACTUAL) PERIPHERAL LANDSCAPE AREA) (ACTUAL) (LD5C')PARKING AREA ANALYSIS 5,5 qo SP 1,33Z SP 6,Z6 1 5P TOTAL ACTUAL (LDSC)-1,5 q 5 5P (THIS 15 MORE THAN REQUIRED) @ EXCLUDES REQUIRED 5'SETBACK PAPERING ANALYSIS {'PER COPE) i OZ STALL5 ON-SITE o.6 COMPACT STALL5 ALLOWED (0%OP TOTAL) 5 ACCESSIBLE (HC)5TALL5 REQUIRED PARKING ANALYSIS (ACTUAL') 3O COMPACT STALL5 (8'6"X 1 6'0") 6-1 STANDARD STALLS (q'O"X 2O'O") .5 ACCES51bLE (HC)STALLS (!VAN +4-STANDARD) 10 2_TOTAL PAKKING 5TALL5 Z0I Z</nXiii >-m L0o iii &a 6Z ISSUE 8_-3 OWZO"n- O_°_9_w <,I--0.o_ Cn"ocOOo_nwO< I'---!O01J--r"r7 mo 3 I :=.-;::X t =)< P, °0 w 07" !---8 I <r.v °<i-..1- 0,10,1 --g PLAbl 5TUE ............".......................i .....ggl t'''OF 6 PLOT DATE:DEC.13,2005 if: oF---M J,PATRICK IITC HI!LL I!l I -<o ARCH ITE CT I I++.11-22-05 SU2TE12oSTToTEMEASTULD;?eWA 9803(425)(821)067FgX 1 PHASE I &II IDRAwN:JDH APPD JPM CHECKED JPM I NO.DATE OD ZO OO3 BY EXPLANATION POO'1 JOB No.0325 EXI5TING 51TE PLAN O i Zi£ -(D io -5 == C/o#tWpL aEc 2s tCevo SHEET NO. OF 6 PLOT DATE:DEC.13,2005 JOB No.0325 ,i A NEW PERSPECTIVE THE LITTLE CARES THAT FRETTED ME, I LOST THEM YESTERDAY AMONG THE FIELDS ABOVE THE SEA, AMONG THE WINDS AT PLAY; AMONG THE LOWING OF THE HERDS, THE RUSTLING OF THE TREES, AMONG THE SINGING OF THE BIRDS, THE HUMMING OF THE BEES. THE FOOLISH FEARS OF WHAT MAY HAPPEN, I CAST.THEM ALL AWAY AMONG THE CLOVER-SCENTED GRASS, AMONG THE NEW-MOWN HAY; AMONG THE HUSKING OF THE CORN WHERE DROWSY POPPIES NOD, WHERE ILL THOUGHTS DIE AND GOOD ARE BORN, OUT IN THE FIELDS WITH GOD. DOUOILjIII JACKIONAI CIATEt ARCHITEC •rilJiPHONi (JOe):llill.-tltill2 ELIZABETH BARRET BROWNING LANDSCAPE PLAN SCALE,I"=20'-0" .....A DESIPTION OF THE PROPOSED LANDS:CAPE DEVELOPMENT BY-AREA: A -THE LANDSCAPING AT THE VEHICULAR ENTRANCE OFF OF UNION AVENUE S.E+WILIJ BE ENHANCED TO INCLUDE A FEW NEW DECIDUOUS (FLOWER- ING)TREES AS WELL AS AREAS OF LOW SHRUBS,GROUND COVER AND LAWN. B -THE LANDSCAPING AT THE EASTERN END OF THE BUILDING WILL BE ENHANCED TO COMPLEMENT THE PLANTING THAT IS ALREADY THERE AS WELL AS THE TALL JEVATION OF THE CHURCH BUILDING.THERE WILL ALSO BE A CURVE-EDGED LAWN AREA ADJACENT TO"T+E CHURCH'S EASTERN SIDE. C -THE LANDSCAPING THAT WILL RUN ALONG THE EDGES OF THE SOUTHERLY AND NORTHERLY PROPERTY LINE.S WILL TAKE THE FORM OF PRIMARILY DECIDUOUS TREES (WITH AN OCCASIoNAL EVERGREEN TREE)THAT WILL ACT AS A LIVING BUFFER/SCREEN.THESE TREES WILL BE UNDER- PLANTED WITH EVERGREEN AND DECIDUOUS SHRUBS AND GROUND COVER PLANTS.NOTE THAT THERE ARE ALREADY A NUMBER OF TREES GROWING ON THE SOUTHERLY PROPERTY LINE AND NEAR THE NORTHERLY PROPERTY LINE ALSO. r I D --r THE LANDSCAPING AT THE EASTERLY PROPERTY LINE WILL ALSO TAKE THE FORM.OF'DECIDUOUS AND EVERGREEN TREES DESIGNED TO BUFFER/ SCREEN THE CHURCH BUILDING FROM THE ADJACENT RESIDENTIAL LAND USE.THERE WILL ALSO BE LARGER SCALE SHRUBS OF DIFFERENT •TYPES PLANTED HERE TO CREATE YEAR-ROUND INTEREST. E -THE LANDSCAPING IN THE PARKING LOT AREASWILL BE DIFFERENT TYPES OF DECIDUOUS TREES UNDERPLANTED WITH GROUND COVERS. F -THE.LANDSCAPING ADJACENT TO THEWESTERN SIDE OF THE:CHURCH ' BUILDING WILL TAKE THE FORM OF A FEW SMALLER SCALE TREES UNDER-PLANTED WITH SHRUBS.D GROUND COVERS SPECIFICALLY .CHOSEN FOR UP-CLOSE VIEWING. G -THE PLANTING ADJAcENTI TO THE SOUTHERN SIDE OF TE BUILDING WILL BE A COMBINATION OF DECIDUOUS TREES,EVERGREEN AND DECID- UOUS SHRUBS AS WELL AS GROUND COVER PANT MATERIAL ALSO CHOSEN FOR UP-CLOSE VIEWING.THERE WILL ALSO BE PORTIONS OF LAWN HERE TO ACT AS THE "FRONT YARD".°OF THE CHURCH. H -THE LANDSCAPING ON EITHER SIDEOF THE MAIN ENTRANCE TO THE CHURCH BUILDING WILL ALSO BE CAREFULLY CHOSEN FOR UP-CLOSE VIEWING AND MAY EVEN FEATURE PLANTS WITH AROMATIC CHARACTER- ISTICS. "'A LIST OF THE LANDSCAPE (LDSC)PARKING AREA ANALY;IS lOP.STALLS X 35 SF./STALL :3,570 SF(REQUIRED LANDSCAPING) INTERIOR LANDSCAPE AREA 1,332 SF (ACTUAL) PERIPHERAL LANDSCAPE AREA (6,261 SF -(ACTUAL) z TOTAL ACTUAL (LDSC)7,593 SF ....... (THIS IS MORE THAN REQUIRED)" :>EXCLUDES REQUIRED 5'SETBACK PARKING ANALYSIS (PER CODE) 1.0 STALLS ON-SITE 30.6 COMPACT STALLS ALLEWED (30Z OF TOTAL) 5 ACCESSIBLE (HC)STALLS REJIRED PARKING ANALYSIS (ACTUAL) 30 COMPACT STALLS (8'6"X 16'0") 67 STANDARD STALLS (9'0"X aO'O') 5 ACCESSIBLE (HC)STALLS (t VAN +4 STANDARD) PARKING .....r L PLANT TYPES THAT MAY BE USED IN THIS LANDSCAPE PROJECT : TREES::VINE MAPLE/AGER CIRCINATUM (Deciduous) EUROPEAN HORNEAM/CARPINUS BETULUS (Dec.) WINTER FLOWERING CHERRY/PRUNUS SUBHIRTLLA AUTUMNALIS (Dec.) DEODAR CRDAR/CEDRUS DEODARA (Evergreen) !EASTERN REDBUD/CECIS CANADENSIS (Dec.) IWESTERN #HEMLOCK,TSUGA HETEROPHYLLA (Ever.) SAUCER MAGNOLIA/MAGNOLIA SOULANGIANA (Dec.) iLODGEPOLE PINE/PINUS CONTORTA (Ever.) )THORNLESS HONEY ,LOCUST/GLEDITSIA TRIACANTHOS INERMIS (Dec.) JAPANESE BLACK PINE/PINUS THUNBERGIANA (Ever.) YOSHINO CHERRY/PRUNUS YEDOENSIS (Dec.)i URPLE-LEAFED SMOKE TREE/COTINUS COGGYGRIA 'PURPUREUS'(Dec.) PINK FLOWERING DOGWOOD/CORNUS FLORIDA RUBRA (Dec.) SLENDER FALSE CYPRESS/CHAMAECYPARIS OBTUSA 'GRACILIS'{Ever.) MAIDENHAIRTREE/GINKGO BILOBA (Dec.) QUAKING ASPEN/POPULUS TREMULOIDES (Dec.) KOREAN STEWARTIAySTWARTIAKoREANA (Dec.) WASHINGTON-THORN/CRATAEGUS PHAENOPYRUM (Dec.) PIN OAK/QUERCUS PALUSTRIS (Dec.) SRUBS:BURNING BUSH/EUONYMUS ALATUS COMPACTUS (Dec.) RHODODENDRON VARIETIES (Ever.) WINTER DAPHNE/DAPHNE ODORA (+Ever.) CHINESE WITCH HZEL/HAMAMELIS MOLLIS (Dec.) BORDER FORSYTHIA/FORSYTHIA INTERMEDIA 'SPEcTABILIS'(Dec.) DqARF RED-LEAF PLUM/PRUNUS CISTENA {Dec.) REDTWIG DOGWOOD/CORNUS STOLONIFERA RUBRA (Dec.) OREGON GRAPE/MAHONIA AQUUIFOLIUM (Ever.) ENKIANTHUS/ENKIANTHUS CAMPANuLATUS (Dec.) BAUTYBERRY/CALLICARPA BODINIERI GIRALDII (Dec.) OAKLEAF HYDRANGEA/HYDRANGEA QU.ERCIFOLIA (Dec.) SARCOCOCCA/SCOCOCC HUMILIS (Ever.) •VIBURNUM/VIBURNUM DAVIDII (Ever.) ROYAL STAR MAGNOLIA/MAGNOLIA STELLATA (Dec.) HARRY LAUDER'S WALKING STICK/CORYLUS AVELLANA 'CONToRTA' ZABEL LAUREL/PRUNUS LAURocERASUS 'ZABELLIANA'(Ever.) AZALEA VARIETIES (Ever.&Dec..) GROUND COVERS:KINNIKINNICK/ARCToSTAPHYLOS UVA-URSI (Ever.) JAPANESE SPURGE/PACHYsANDRA TERMINALIS (Ever.) BUNCHBERRY/CORNUS CANADENSIS (Dec.) BEARBERRY COToNEAsTER/COToNEAsTER DAMMERI (Ever.) AJUGA/AJUGA REPTANS (Ever.) CHECKERBERRY/GAuLTHERIAPROcuMBENS (Ever.) (Dec.) ;SHEET NO. OF 6 PLOT DATE:SEPT.2B,2005 JOB No.0325 <7 ////# ///// / \/// iii I //I N MI Y RE C51NGLP--t='AMILY RESIDENCE 5IN L_E I='AMILY RP_.51DNCE t 51NGLP--.PAMILY RESII.'ENCE 51 GLP--PA L 51DEN E P'AMILY RESIDENCE'I ......._P.>,.-,.c P.p.-IO,.-&UTILITY P'ASP'MENT /I O'WIDP.P.ASP.MP.NT k I 5OXP.5 =./16122o68q \I ,o,K 2.0,P.ASP.MP.NT-----\, ...-"",,---°-----,,--.-.-.,,...°'-'woo,:,woo,.._...i_._..-.--.><---,_,o-,,,,.......woo,:,,,='-.--,--,3J"""...,<o,o,_,,:,wo,o,,-,,-I ,.,°.,0..........o:+,DA,,.\<\PHONE CABLP../)(-K /').X-"--Z"---'t:")(')(,----,,,ULII.J COD pINcp.."o'":_"\50"PIP ''//1 /--"/--10J0 PHON "CAILEE-L-L''""'\PR6PERTYLII'E\""---"-..X ,,,,-,"-1 3F ",\/:-:---.:-::--.....I ::<x :x .-x x x ,<,,:x x >k x × .'k ""x'"× x x x 1 _'CPEDAR -.) /// / //// .// #/,/ ,:×/: I Azl I If UILD'ING <Vxi //MAIN PLOOR 4-20.0' I :iK ;, I'<X/ i iii i i X X 'X X6'.SOLID WOOD PENCE 5INGLP--PAMILY RESIDENCE CUTTING/LAND 1 "=Z 0'-0" /X /X i TI{PP 5INGLE P'AMILY RE51DP-::NCE CLEAR.ING PLAN AIP___A OP CLEAIING..SCALE: X /"I;<X/I X / // 5INGLE PAMILY RP,,_.51DENCE \ x 5INGLE PAMILY RESIDENCE )I! LU I z il"J !I IT IIWL0Itli ! Z0 NIIi 51NGLE PAMILY RESIDENCE ZO Z</ 13..XIii >-m I.t3 o iii &o ISSUE IiiIJJ-Jwon" I- 6Z n UJvo111"1-0 13= 1:313.n< "r"m <rr ",.O P- =_ a)---4 .< P. '"0 v 0O0 Z v----m H<( DEVELOPMENT PLANCITy'OF RENTovNING DEC I (i 2(}05 RECEIVED SHEET NO. OF 6 PLOT DATE:DEC.13,2005 ]E RENTON BIBLE CHURCH A PORTION OF THE NE 8LOTION 9,TOWN8HIP 28 NoEn-I,RANGE 5,W.M. KING COUNTY,RENTON,ViA. I i MODIFICATION REQUIRED TO REDUCE PROPERTY LINE SETBACKj[,,FROM 50'0"to 29'9" .,FENCE x 24"FIR s,/ //Si EX.LT EXISTING ELECTRICAL -IOXES 10'X 20'EASEMENT I\ I% 75'+TO NEAREST HYDRANT-- ii ! ;) '",,""=VICINITY MAP @ ."'EXIST i , ........t.............."I STORAGE :;,SCALE:I"=I/4 MILEBUILDINGS,",';'ti,>=;.,I....................I \0 "3 t-oo_(,9 > or- 8"SEWER I ! STUB ,,41 D PROPERTY LINE 405.25' PLAN SCALE:1"=20' DEVELOPMENT PLANNIIVpCITyOFRENToH- OEC 1 8 2OO$ RECEIVED 0 10 20 40 X@ I PREUMINARY AOIOuDI LI.CTI"UNINDIfOY.8CALL 1"=20',U. Call NOTebeforeyouE=S11NG UTILITY LOCATIONS EON ARE PXI ONLY.r,=H.BE THE CO.TTORS R=PON=B,TO OR,,,NE TH"EX .ANO .OR,ZONT..LOON O.EX,,NO UNO.-D;g ROUNO UTlUTIES PRIOR TO COM.ENclNG CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTIN UTILITIES ARE SHOWNHBEON.THE ENOINEER ASSUMES NO RESPONsIBlUlY FOR UTILITIES BASEUN ENINF...F..RINO,INC.ASSUML=$1-Rnn-A-R NOT SHOWN OR IIES NOT SHN IN THEIR PROPER LOCATION,NO 31 OR REB FORiIIVV,I,iilllr Vqlll CALL BEFORE YOU OIG:1-800-424-5555 CONSq'RgCIION,IMPI:)VEMN'r,ORUNDERGROUNDSERVICE(USA)i ESTIMAES BASEl)UPON ESE P. Z1ZI m<z zo_k--jZlIILUE: ED_ _ w8-r' Nz----0 q -A ". g. •g __ :o=,=- II 11 --u ul, SH 2.5 JOB NO. 04-1,.'.% JOB No.0325 © 4"x4"P.T.POST TYP PLAN OF TRASH ENCLOSURE SCALE 1/2"=1'-0" 2x4CEDARRAIL ,. 4"CONC.PAD \ ....'....""'''"'""'"''*"''rrl.0,,'l>'"..'..ii!ilt'----I1 L';o,:.N CONC.COLLAR --...,"11 gGRAVELZ'!..-'°°¢- CEDAR SCREEN ELEVJSEC. SCALE 3/4"=1'-0" 410,I to \ .r- ,p-¢o 4(4 P.T.POST- LO 1_*l 2'1 3/4" (L 1'10 1/4" C.If 4 12 p.T.RAIL - ")I <%/:x><//'X'--1x1 CEDAR --/ CEDAR - EA.END k 1 "/"/2 4PTx wo. v4-/4 \½%X ) -GRADE c --I // CONC.COLLAR I ,t> ,0", •O "" GRAVEL WEST ACCENT SCREEN -ELEVATION /SECTION[O SCALE 3/4"=1'-0" 04 I 4,0,I 2'1 3/4"1'10 1/4" x 4 P.T.RAIL x 4 P.T.RAIL i 1 x I CEDARSTOP Ol•€--I 4x 4 i _'J- P.T.POI ;T CEDAR LATTICE 2x 4 P.T.WD - x I CEDARSTOP 2 x 4 P.T. CONC.COLLAR =:k- Z EAST (UNION AVE.)ACCENT SCREEN -ELEVATION /SECTION SCALE 3/4"=1'-0" 1/2"WIDE,WHITE EDGE BOLT SIGN TO TUBE(2 PLACES) CL OFSIGN I II III I i I I :tO* 8"H.,WHITE REFLEC riVESYMBOLOFACCESSIBILITYONBLUEBACKGROUNDSTATEDISABLEDPARKINGREQUolREDWHITEREFLECTIVE,LETrERS ON BLUE"....BACKGROUND I '-"VAN ACCESSIBLE" SIGN @ VAN STALL 1 ,i H. TACCESSIBLE PARKING SIGN 4 SCALE 1"=1'- LIGHT FIXTURE CUTOFFTYPELUMINAIRE TAPERED SQUAREPOLE '2'PARKING LIGHT POLE DTL ,/SCALE 1/4"=1'0" CEDAR 2 X 4'S @ 2"O.C.W/112"PLYWOOD SPACERS 3/8"DIA.THREADED ROD CTR.BORE &PLUG "TYP."@ SUPPORT (×XX){'XX >{ \:....t i 2% 5/16"CHANNEL 2"3"--J 7,I'4' 1'-5 318" 1 1/2"DIA.STD.PIPE @ 12" FROM ENDS OF 4CH &NOT MORE THAN 6'-0"APART F L/3116 / "I I '' CONCRETE 114"X 2"X '6''---''' -3/8"DIA.LAGS to I ,€-. LO 03O4!.f-- ISSUE or) ..J F-LU£3 LU m03 ',O P. ,---4 p rj3¢Z <: R ZOn Z< .JnxLU >- UJF--< dZ 8.. C3UJ OUJ1-O n nn< "1- d3 <rrE) mm 05 a LUcO< n ''-'TYPICAL TERRACE BENCH I"1'0"-SCALE 1 1/2"=- 1 2 MAN ROCK 3 MAN ROCK --\F GRADE I-8"MIN-2"TO 4"QUARRY SPALL -FILTER CLOTHW/WASHED GRAVEL Z o i k-- ,SHEET NO. SOLID BEARING 6"PREFoRATED DRAIN PIPE 2 TYPIcAL ROCKERY DETAIL Ev,oI,,,,,,6--::,,,..i,l • DEC i 6 2001 -OTDATE:NOV.23,'O05 RECEIVED JOB No.0325 _';____ •0 ZF_JD© .%"- CO nN 7¸ 5,n*.,j. 7.%. N --ir oo0Iol:f" oo'4"I 0 I 4-52.5 EL. 41.83 P.L HT. :::::::::::::::::::::::::::::::A"zL-=====================//// 5PLIT PACE C.M.U. VENEER. 5OUTH ELEVATION SCALE:I/8"I'-o" 5PLIT PACE C.M.U.VENEER COMP. 5HINGLE5 EXI5TING 15LDG. I CR.05.. I \ N 5TEEPLE \.I lL1 CLEAR.STOR.Y BEYOND I Z EL PLOOR.4"50.0 ___qS_ IZ J..5,__--STUCCo stucco5HINGL-*;.---...........................................................................i .-.......................................,__..,......<_........................................................................................................'._I.[..,.!,!.I'I !,..!.!...!.Lll.L i ,--__....................... :<::L?:'!:i}:Q2Ng<::!:-:!:!i::>: :::::::::::::::::::::::::::::::::::IL::-il ........... SPLIT PACE C.M.U.VENEER. i:{-:.}{-:[:..i-::L::{{i.---:ii{{:::i:]-i::.:--.:.,F'-,..STUCCO :'ZZCE--_ZL---:.Z-'"__--,T'--C:-'-..............._..... 3"..TT.'.T733-777":""-3 T:-.....]t::TTT2:Z:'2 :.:_1:?L:.CZ:.:7_::3:2?:'-':3Z PL HT.4-8,0I PIN.PLOOR.4ZO.O [] @ EL PLOOR 450.0 ,,, STUCCO PL.HT.430 o0Io01 PIN.IPLOOR.4-20 3 IIt I SHINGLE5 I 5PLIT PACE C.M.U.VENEER R.055 EYOND STUCCO NOITH ELEVATION IZ --I Z.5 12 12 5Z.5 EL. 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