The URL can be used to link to this page

Home My WebLink AboutMiscRM-F ........ . ·i i i ' I I I I I [ ~M.-F i I I j R-8 _/ / D5 -04 T23N RSE W 1/2 R-8 i I ~, ---i ' R-14 -.. _Li .. -----... , ' .. R;14 IEX: IHI Jt 113Jt11" 2 ZONING PWTECHNICALSER\'ICES 07/15/08 -16 T23N RSE W 1/2 c~ I L ...... 1 R-10 I RM-F r-- NE 11th Pl I j I ' I .. ;... ... , ... ,... . ' I ! I i NE 111hSt i I ! I l I ! --;---r-1R1·-t-T-:·- MC 10thPI .. L.. .. L .. : .... ! .. l. .. ..i [ [ R-8 --) .. _ rrnTTTTT\. NE 7tr1PI l f I i I " I I I I Ttnlii I NE6t11PI JI\ !J~j\J ·1! i , 11; I! RM-F E5 09 'f23N R5E W 1/2 5309 N t i . ', t ZONING MAP BOOK 22N R4E RESIDENTIAL ~ (RC) Resource Conservation ~ (R-1) Residential 1 du/ac 8 {R-4) Residential 4 du/ac ~ (R-8) Residential 8 du/ac ~ (RMH) Residential Manufactured Homes ~ (R-10) Residential 10 du/ac IR-Ht (R-14) Residential 14 du/ac I RM·rl (RM-F) Residential Multl-Family [RM-T j (RM-T) Residential Multi-Family Traditional IRM·U I (RM-U) Residential Multi-Fam!ly Urban Center MIXED USE CENTERS ~ (CV) Center Villags (uc=mJ (UC-N 1) Urban Center -North 1 luc-N2I (UC-N2) Urban Center -North 2 ~ (CD) Center Downtown COMMERCIAL I cOR / (COR) Commercial/OfficeJResidential 0 {CA) Commercial Arterial ~ (CO) Commercial Office @ (CN) Commercial Neighborhood 36 INDUSTRIAL ~ (IL) Industrial -Light ~ (IM) Industrial -Medium m (IH) Industrial -Heavy -----Renton City Limits --·-·-Adjacent City Limit& KROLL PAGE PAGE# INDEX SECl/TOWNIR"NOE • ' _ . ., .• .. ~ .. -·- . .. ·, \ .. \ \ • •. / . . .J I I ' r .. i / . . ---""'4 • • ,; ... ---~ ··•·· -· -·· .. -1.· • a .~ P• • • -• 1 L ______________ .J -- ? . ;' I I I i ' I ,--- 'I ~1~:~: ! i z ~ 1 tj) :n OG, 111111 ' <( 3 Q \) :'.:' j i,'1~i w]Qi~J I! _J w -_J ~ -~ l!l IL-;: I-IL ~ s_c: •I ::J ~ -I " i U!1 f: : i I~' ~ liJ 1 w _j -l '11 .. ~; i 1 f: 1i: _J t= -E O ! u.,.., ,:;j U· I .1 "fuE 5 ~~ \'.)~ ...,_ ~· H \!II .. ,'!I j I d) IL <ll wl~ il ~~ fi~i I i I i i =r86d 1°!0 1 I I! L I I I. ' I I I I I .q .• • 4 .... • --0 • -o I I I I . . ·~ ..... .. .. l -· l"'~"" ' ' \ .. _ \ \ \ ........ 1 • • \ -· .\, •• ··i:, ••• -~--.. y i ~ SCALi: i" = 40'-0" NXH N I'-.-~'"" P••~ L"9-"" 1(2/DJ E.iuing D<>Clduouo .,_ u;, ,-.,~ ~J E,1ot1"!3 eo,,,r_.o,,.o "-u;, , _ _.,.. /l/D/C,1ot1"!3d'""1d,;a,.io\r-u:,C<Sr=mo,.,'*"' r-·------- E><1o\1"5l Gr<>...,.,! -· '1 ,, Ii ' " ,, _____ L ______ _j, Plt.r...-,o-..TR-l"''"" Iorgo-ocole t.ro• ,,.,..,.,o,, c,,oaU ® \ ''-'"''~,-~' -\ \ -,:~.·.,-/:-1 \ ~, \. ' ··" ;,::·· ''· I-·, ' \ i \::,-...• "\ ;_ Mlkf'lli...-tR211D ~ I . ~~~a-b T -.... .,.-., ....... ..,/.,. ""e--·· ,,_ , .. _,""' """'"" :~ I ~i j • r,;;• I 'c)·c. \V§ i ·~ 1! ~'::, 1' ,! 1\< !i • _j! ,! IEXIHIIl8!1r 5' '•, , g'-"' g N.E. 9TH ST. !•! ·t; ,..,.,_.1e-T!l!-~.£>r,,.. IJl•g• ocal• .,.,. ••-trae -.. Highland& Communit!:j Church 3!t/31N..E.IIZ)U'let.,-_ ........ 0 ' .. !;.glund ~r~ff:cft~re _ .. "~· -~- ::;:;=::~:' e>"l-f'II --~~~- _DATE, IW-20,-- . O~, _H!i CI-IEOCED, GE ------------ ' -~vi~,~---····- $1TE FLAN REVIEW TREE RETENTION $!TE FLAN TR-1.0 i • \ 1,-. '. \ • \ \ \ ,. . ~--·· , ........ \ V"'''"" ' ' ( I I ' ... J I ' I ! j IL I . ---·-4,C-·--····------.J ... ------··- j 1 , / I I /1 • DODO \\ II II 11 f ~ "' -i 2 111 \11 z )( 6 I t - ii l ((I ~ ~ l=I 00 l=I 'X (' ~ ~ s:. ~ ~ iP -I r --~ z. t\ 1< ~ ~ !. .} ~ ~ z. !!) 0 "l z JI) l 11 1' I r I 0 00 0 0 ,, I 11! I '11. !i li!II;., ~ ~i• § •11! i~!~ ~§ii~ !iJi jg!~ ~ 1;1. !!§8 ~lii ! '·1 !igl i;!; ~ I~ 1lii !1~; · I i,11 • 1 . •·---- ' :,,!ill!,-oomc, ... ,omw,.,,,s ()"") , ""' HIGHLANDS COMMUNITY CHUR.01 THE SANCTUARY \VITHIU ! ! MASTER PLAN + «> H• H i: ~ SITE PLAN RIVIEW • ·~1- ,,1· -;.: ~~- ·'8:i\ '~ .. -.i~.t ··-~i~ ·/,I ~-! :,~j ,,,.~ Xi ·0).11 "~'! i~{~$i .. ·m;)l -}~/¥i tii~\ lf!li':~~ I :i~ if\{! b !,g:< . ·, ,11,i ·.·:it}1! -'<;~'4 ,_-x, a 'lz rn Sl ~ ~ 0 i! ' 2'1 ~ rn ~ ~ ,l WR'r ~W50/ (~25) 255-4751 HIGHLANDS COMMUNITY CHURCH 3031 IU. I 0th STREtT RENTON, WA 9805b .ill~l "~ ~., •-' •-•-•-• I I I I~-· I ---•--------------•----•----•----• . ' l i ' . ' • I ., l ·' a ' ~ ! ' ~ ' ~ i e I ~ . ' o, i ii ' ;;z e I ,, a e ~ ~ Zz ~ 0 ii:j. 0 ~~ = w ~. "' ~!: o.w "' ~ ~a: ..... w WU. 0 ::;;o 0:: ~5 ~ l!A.8 i!l!: ~ ~ 1 \- 0 -I cD --c ffi -i ~ ~ a "Z \I' :s ii l ~ ! ~ ~ t )( 2 lU 0 :t ~ i ~ ! dl " -~ ::s it ~ & () 11 p j Ii ' DODD • • Renton City Limits Parcels Renton SCALE 1 : 1,981 100 0 100 FEET http://rentonnet.org/MapGuide/maps/Parcel.mwf 200 300 IEXIHIIBIT 8 Wednesday, September 24, 2008 9: 13 AM r I . \ '.J•; . . ' .. , . .., .. ! I ' . . . \ 1'••. 1 ....... ~ ' ........ ' .... ..J,.••"' ·:..· .. I -... _ •• •-.. ~ ......... • .... ,.., .... -.~. '""r•4-,. ;"';;··~-... -.,~ ... , I .... , .. I-J • •" . .,. "1. ·- ' .. · / •. ') / . ' _,,,< •' ... i- ( ·.; , ' •• IJ. TICOR TITLE COMPANY 600 SW 39th Street, Ste 100, Renton, WA 98057 (425)255-7575 FAX (425)255-0285 Date: March 2, 2009 at 08:00 AM Order No.: Your Reference: Prepared For: INQUIRIES SHOULD BE MADE TO: UNIT 1 (425)255-7472 Ken Karman Donna Roetter Charge: Tax: PLAT CERTIFICATE SCHEDULE A TITLE IS VESTED IN: Highlands Community Church a Washington Nonprofit Corporation LEGAL DESCRIPTION: 6429284-1 Highlands Community Church/ $ 250.00 $ 22.50 plJ'J'!NltiG 01:.'~E~i~~EN101'1 ().PR 1 1 '2.009 f\ftf\'\1E'O Block 32, Corrected Plat of Renton Highlands No. 2, according to the Plat Recorded in Volume 57 of Plats, pages 92 to 98, in King County , Washington. Together with those portions of vacated Jefferson Avenue Northeast adjoining, which upon vacation, attached to said premises by operation of law. Also Together with the following described parcel; Commencing at the Northeast corner of Block 33 of said Plat: Thence South 02-52-32 West along the East line of said Block 33, a distance of 220.00 feet to the Northeast corner of Lot 4 of City of Renton Short Plat No. 188-78 as recorded under King County Recording Number 7808170836, and the true point of Beginning; Thence South 87-07-39 East 30.00 feet to the Centerline of Vacated Jefferson Ave. N.E.: Thence North 02-52-21 East along said centerline 30.00 feet, thence North 87-07-39 West 30.00 feet to the East line of said Block 33; Thence South 02-52-21 West along said East line 30.00 feet to the point of beginning. Also known as Parcel "A" of City of Renton lot Line Adjustment Number LUA 92-144 under Recording Number 9212229004. PLAT Certificate Schedule A Policy No. 6429284-1 LEGAL DESCRIPTION SCHEDULE A CONTINUED The land referred to herein is described as follows: Block 32, Corrected Plat of Renton Highlands No. 2, according to the Plat Recorded in Volume 57 of Plats, pages 92 to 98, in King County, Washington. Together with those portions of vacated Jefferson Avenue Northeast adjoining, which upon vacation, attached to said premises by operation of law. Also Together with the following described parcel; Commencing at the Northeast corner of Block 33 of said Plat: Thence South 02-52-32 West along the East line of said Block 33, a distance of 220.00 feet to the Northeast corner of Lot 4 of City of Renton Short Plat No. 188-78 as recorded under King County Recording Number 7808170836, and the true point of Beginning; Thence South 87-07-39 East 30.00 feet to the Centerline of Vacated Jefferson Ave. N.E.: Thence North 02-52-21 East along said centerline 30.00 feet, thence North 87-07-39 West 30.00 feet to the East line of said Block 33; Thence South 02-52-21 West along said East line 30.00 feet to the point of beginning. Also known as Parcel "A" of City of Renton lot Line Adjustment Number LUA 92-144 under Recording Number 9212229004. . ' PLAT CERTIFICATE SCHEDULE B EXCEPTIONS: 1. General property taxes and special district charges, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1st; 2nd half delinquent on November 1st) Total Taxes for Year 2009 Amount Billed: $12.54 Amount Paid: $0.00 Amount Due: $12.54 Tax Account Number: 722780-0995-02 Levy Code: 2100 Current Assessed Value: Land: $ Improvements: $0.00 2. The property herein described is carried on the tax rolls as exempt; however, it will become taxable from the date of transfer to a taxable entity and subject to the lien of real property taxes for prior years. TAX ACCOUNT NUMBER: 722780-0995-02 The full amount of the General Tax for the year 2009 without the exemption would be $44,816.71. 3. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NO.: Highlands Community Church, Renton Washington, a nonprofit corporation Ronald E. Glessner, Attorney American Church Trust Company $800,000.00 August 26, 1993 August 27, 1993 9308271245 4. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: 5. 6. IN FAVOR OF: FOR: DISCLOSED BY INSTRUMENT RECORDED: RECORDING NUMBER: Washington Natural Gas Company, a public utility corporation Gas pipeline or pipelines May 2, 1977 7705020582 AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR: DISCLOSED BY Pacific Northwest Bell Telephone Company, a Washington Corporation Underground communication lines and above ground cabinets INSTRUMENT RECORDED: October 4, 1985 RECORDING NUMBER: 8510040374 AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR: DISCLOSED BY INSTRUMENT RECORDED: RECORDING NUMBER: Puget Sound Power & Light Company, a Washington corporation Electric System September 14, 1993 9309140740 ' 7. SCHEDULE B (Continued) AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: City of Renton FOR: Utilities DISCLOSED BY INSTRUMENT RECORDED: March 14, 1996 RECORDING NUMBER: 9603140396 8. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: June 23, 1993 RECORDING NUMBER: 9306231805 9. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT: RECORDED: December 22, 1992 RECORDING NUMBER: 9212229004 NOTES: H. Abbreviated Legal for purposes of King County Recorders Office is: Blk 32, Renton Highlanks #2 57/92 I. The records of King County and/or our inspection indicate that the address of the improvement located on said land is: 3031 Northeast 10th Street Renton, WA 98056 A Church J. There are NO Conveyances affecting said land recorded within 24 months of the date of this report. jh/03/10/2009 cc: PLAT Certificate Schedule B ., . ' Effective Date: 5/1/2008 Fidelity National Financial, Inc. Privacy Statement Fidelity National Financial, Inc. and its subsidiaries ("FNF") respect the privacy and security of your non-public personal information ("Personal Information") and protecting your Personal Information is one of our top priorities. This Privacy Statement explains FNF's privacy practices, including how we use the Personal Information we receive from you and from other specified sources, and to whom it may be disclosed. FNF follows the privacy practices des_cribed in this Privacy Statement and, depending on the business performed, FNF companies may share information as described herein. Personal Information Collected We may collect Personal Information about you from the following sources: o Information we receive from you on applications or other forms, such as your name, address, social security number, tax identification number, asset information, and income information; o Information we receive from you through our Internet websites, such as your name, address, email address, Internet Protocol address, the website links you used to get to our websites, and your activity while using or reviewing our websites; o Information about your transactions with or services performed by us, our affiliates, or others, such as information concerning your policy, premiums, payment history, information about your home or other real property, information from lenders and other third parties involved in such transaction, account balances, and credit card information; and o Information we receive from consumer or other reporting agencies and publicly recorded documents. Disclosure of Personal Information We may provide your Personal Information (excluding information we receive from consumer or other credit reporting agencies) to various individuals and companies, as permitted by law, without obtaining your prior authorization. Such laws do not allow consumers to restrict these disclosures. Disclosures may include, without limitation, the following: 0 To insurance agents, brokers, representatives, support organizations, or others to provide you with services you have requested, and to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure in connection with an insurance transaction; o To third-party contractors or service providers for the purpose of determining your eligibility for an insurance benefit or payment and/or providing you with services you have requested; o To an insurance regulatory authority, or a law enforcement or other governmental authority, in a civil action, in connection with a subpoena or a governmental investigation; o To companies that perform marketing services on our behalf or to other financial institutions with which we have joint marketing agreements and/or o To lenders, lien holders, judgment credits, or other parties claiming an encumbrance or an interest in title whose cl.aim or interest must.be.determined, settled, paid or released prior to a.title.or escrow.closing. We may also disclose your Personal Information to others when we believe, in good faith, that such disclosure is reasonably necessary to comply with the law or to protect the safety of our customers, employees, or property and/or to comply with the judicial proceeding, court order or legal process. ' Effective Date: 5/1/2008 Disclosure to Affiliated Companies We are permitted by law to share your name, address and facts about your transaction with other FNF companies, such as insurance companies, agents, and other real estate service providers to provide you with services you have requested, for marketing or product development research, or to market products or services to you. We do not, however, disclose information we collect from consumer or credit reporting agencies with our affiliates or others without your consent, in conformity with applicable law, unless such disclosure is otherwise permitted by law. Disclosure to Nonaffiliated Third Parties We do not disclosure Personal Information about our customers or former customers to nonaffiliated third parties, except as outlined herein or as otherwise permitted by law. Confidentiality and Security of Personal Information We restrict access to Personal Information about you to those employees who need to know that information to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard Personal Information. Access to Personal Information/ Requests for Correction, Amendment, or Deletion of Personal Information As required by applicable law, we will afford you the right to access your Personal lnfonmation, under certain circumstances to find out to whom your Personal Information has been disclosed, and request correction or deletion of your Personal Information. However, FNF's current policy is to maintain customers' Personal lnfonmation for no less than your state's required record retention requirements for the purpose of handling future coverage claims. For your protection. all requests made under this section must be in writing and must include your notarized signature to establish your identity. Where permitted by law, we may charge a reasonable fee to cover the costs incurred in respond to such requests. Please send requests to: Changes to this Privacy Statement Chief Privacy Officer Fidelity National Financial, Inc. 601 Riverside Avenue Jacksonville, FL 32204 This Privacy Statement may be amended from time to time consistent with applicable privacy Jaws. When we ame_ng thi~ Priv_acy_Sta_tement, _we will post_a_notice_of_such changes on_our_website._The effective.date.of this Privacy Statement, as stated above, indicates the last time this Privacy Statement was revised or materially changed. '\ .... . , '! f. I I I I I ' -, ' PlEASE AE1URN TO: WASIINGlllllNIIIMIASCO. ATIBIIOl:11111.IIR P.O.BOX118 SEATTLE. \!Ill fflat 0 QUIT-CLAIM DEED .:.-. l'E -:;·:, ~ . fi.:;, THF. GRAN1'0R, ... !!M.IJ.!!!~!.~l!...!!1~!:..P~J!.~l!.!-·-··--.. ·---.n curpurathm dulyurnnnlicd and ex is line undcrnnd by virluc: of lhc lnws of the Slnlc of .!~~~.'!:!."-·-·-.. . . • . 1 1 rh . B1S Mercer Street. Seattle, hnv11IRll!lpr111c1pn p nccu us1ncssnl ·--··----------·-·-·-·"-·-·--··-···"·-----.. - 111 snhf Slnle. forn11d ip cunsltlcrnlinn uf ... [i,:_~g~.J§J:..Q!U. ........... -, .... _ .. _______ ...... -.... .. cunvcys mul 111111 clnl11111 ltt .!.~~.!..~~-~~~--~~~-~Ille lollowlngdL'Scribed renl cstole, sllunled In lhc Cttunly ,,f ..... lUog, .. _ .................... __ Siu lour WnshinHtun Jnzrlal:H~tmonan ,Jwx:inxw.bllUl~M:<:MnR~~mxRKflnhr.c: The Westerly S feet of tha Etlsterly 30 (l!et of Jefferson Avenue H,E. ("acated) extending from the Southerly right-of-way (extended) of il.E. 0 lOth Street Southcrlr fur: u di:sbnci: o! 220 feet 1 and lying hntw,u1n tracts 32 and 33 vi.thin the corrected plat of Renton Highland• 12 .:i.s recorded in Voluma 57 of Plata, Pages 92 through 98, records nf King County. Situata in tha Northwest qua.rter of Section 9, Town.i::hip 23 North, Range 5 East, W.H., which iatlucles than rii;hts .acquired from DICHIM.'DS CO~~DJNITY ClltrRCII on Janu:,ry 19, 1977, by EasC111cnt instr1111Cnt £l770SD20S88, rl!cords of King County, Wo.shin,1Jton. Thet purpose of this !ruitrunll?nt is to rcllnquish an existing cas casement, referenced hcuin1 and return s.11id property rights to the Crnntor therein. EXCISE TAX NOT REQUIRED Kln~.Co. Recolda CM~,. Bi.~~ (Y<,\I(.(), Dar,l.y s. 00 9f ... 01'04 R!:CD F RECFF.F. CRSHSI. 2.00 ......?.00 "" Cai,dlhis_[J..f.l_ .. dnyor -~;-;~:;;;;·-, 10.'.0_ .. . ~~-~---·-.. Slate nr Wnshlnflu11 Dy_ J.flTomlinson . -·---·----- Senior Vice President -- Legal and Adninistra.tion ~ -··-·-· .. ··-·-.................. --.. ,-.... -........... _ .. _ Cuunlyof ___ Js.~--s ...... _ .. _ ............... --... S!I, 0n,111 .......... _ .. _______ J.:i-:!::: .. _. __ , __ ... _ ..... ,,~,n, ~1l.·-·-----. ,B9 .. hdartlllll""""9•llynl'l•Hl'1'd .L.,J-':Ici.~n,.-,.,_ .... _ .. _._,, .... -,_-.._ .. -·---·-· .. --,-· 1nni,.b11wnlul•lhrS.•~.wi,.,.. ••• ~,l,w.L,.~.~.IJ..~W\S~).~ ........ _ .. "' 111"""1"'"Nll,op 1h,,1 "'"""'"'' 'r.,. wll.ln ,,.., ,..,~Inn 1,..,,.,.,....11 ... ,1;.tiir,..-i..11:",l ""lol ludo•-,,. l,r 1hr I,·.,. ,mJ -,...,1,ii,1nry ftl.i i,n,l",l.i,ful ii"atl,I r.1111"'"'1io111, I,. ti,,.""'"".,,.., l""l'"~., ,r.n..;,. n1<"1111>w ... ~ ;1n,f •11 MIi, sl•lr,l llonl f,,. w11~ 11ulbo1riind' It• Ml'Cllh• ,...I 1H,1u,.-.1111,,.l 1lml !Lr .... 111111,...i;. 11,,.,,.,.I'"'"'" ,...,I ul -u,lol ~"'l"ll'•lli11ro •. ose ofshowin the a .j I ::: I ' I .J i ' ... d> .. C, • ,q, C,, C, "' .. .. .. ... z .., i:: 1/l :, ..., C :a < .. .., z r,j 1/l ~ C ' z :s ,.; X ,i t!> -X Z· 0 ... z .., "' ' ....... '1 ! .j I I '~ ., 1 ;: ~ ::J .j f ! j I ' I ' I t I I ! ' u) 0 "' ,.., "' -n .::, C") "' - • ORIGINAL P.S. Thia Declaration of covenants ("Declaration•) is made by the HIGHLIHDS comnntITY CHURCH, a not for profit corporation organized and existing under the laws of the state or Washington (the 11Highlanda Churdl•), for the benefit of the City of Renton (the "City•), a municipal corporation of the State or Washington. RECITALS A. Highlands Church ovna tvo adjacent parcels of land within tho City. The first parcol at property (referred to as "Parcel A") is the site of the existing Highlands Community Ch.Urch building. That parcel ia legally daacribed in Exhibit A attached to and incorporated in this Declaration. Tba second parcel of property (referred t:o as •Lot 4•) J.a partially' used to provide parking to ao.-ve the Church building located on Parcel A Bnd is partially vacant. B. The Highlanda Church has obtained. a conditional use permit from the City of P.enton authorizing certain land use activities on the two parcels of property deacribed above. Ir'! approving that conditional use permit the City hos relied upon the parking provided on a portion or Lot 4 to aerva the Church structure on Parcel A. c. The parties wish to provide tor the continued use or a portion of Lot 4 to provide parking to serve Parcel A and to provide for the future potential use of Lot 4 either by the Highlands Church or by a aucceasor in interest while continuing to provide such parking. NOW, fflEREFOU, -Highlands Church covenants as follows; 1. That port.ion of Lot 4 legally deecribed in BKhibit B attached to and incorporated in thia Daclaration shall continue to be uaed to provide parking to servo .the existing church .located on Par~el A subject to tbe tallowing conditions: -1 - ~ ,, •• ~, T•' 0 .',·,~. ofsbowin the roximatc gcncnal location of the ., in connection with the same ;j ; i ,, ! -, lj tr, 0 co 0 • 1.1 In the event that the City aliends the parking requirements established in its applicable ord1nancea or in the event that the City estahliabea different parking requirements that are specifically applicable to the use on Parcel A through an individual perJDit or approval iasuad by the city, and in tbo evant that such change in tho city's general or specific pu-kinq requirements applicable to Parcel A reduces or eliminates the noed for the par~ing provided for on Lot 4, then the area on that portion of Lat 4 aW:,ject to this restrictive covenant uy be reduced or Dliminated provided that sufficient PQrking is provided on Lot 4 to comply vith ei1:her the ge:ieral or tbe specific parking requirements governing the wae cf Parcel A at that time. 1.2 In the event that the Highland& Church visbes to build one or more additional structures on Lat 4 or to expand its existing Omrch located on Parcel A onto LOt 4 this restrictive covenant shall not prevent such 11 structure or structurea or such an addition from being built on that portion of Lot 4 subject to tbis covenantJ provided, however,. that Highlands Church will continue to provide all of the 1·equired parkin9 necoaaary to aorve tha structure or structures locatad on Parcel A and on Lot 4 as provided by the general ordinances of the city or J>y the apeeitic conditions or any individual permit or approval granted by the City to the Highlands Church. '.l'hi.lJ parking Dhall be provided. either on the remainder of tot 4 tbllt 1a not presently aubject ·to this restrictive covenant or on such other property proposed by tba Highlands Church and accepted by the City llB a location for aueb parking. In the event that Highlands Church wishes to relocate the parking presently provided on the area subject to this rostric:t:ive covenant, Highlands Church ahall exec;:ute and record a restrictive covenant providing for similar restrictions ea those contained in this Declaration on the property on which the parking vill be relocated. 1.3 The parking provided. on the area subject to this restrictive covenant may be jaJntly used by the Highlands Church and some other property owner in the vicdnity; provided, however, that such a joint use agrenent shall ____ . ____ cmnply_vith_all_of_th!!I_Ordinancea_of the City regul.ating ____ _ such parking agreements and provided that such a joint use agreement shall not materially interfere vith the \lae of the area subject to this restrictive covenant tor its . primary purpose of providing parking to serve the cburcb use nov e:iusting on Parcel A. -2 - ···--·-··..-~·-.. -·---,--................ ft .. . .. i: ~r.-,. un.:.· ' I i In I 0 <O (') N 3 , C") .J "' ,, j Cl • 2. Tbis Daclaration is intended to run with tha land, to benefit the city, and to be binding upcn the succeaaoro and assigns of the Highlands Church. This Declaration shall laat so long as Parcel A ia uaad for church purposes under the e:dating land UH approvals granted by the City or by aubaequent permits and approvals granted by· the City ta the Church or its successors: in interest. 3. Nothing 1n this Declaration shall be interpreted aa preventing or prohibiting other uses of that portion of Lot 4 that la not subject to tllis restrictive covenant, nor shall this Declaration be interpreted to prohibit the legal division of Lot 4 through a boundary line adjustment, short plat, fomal plat, or other legal process af the City and the sale or leaue of the parcel or parcels so created. 4. In any actlon brou~ht to enforce tbie Deale.ration or to determine the rights of the parties under this Dat'llmration, tte prevailing party shall ba. entitled to collect, in addition to any judgment anrded by a court, a reasonable BWII u attorneys' teas; and all costs and a:q,enses incurred in connection witb sucb a lavauit. For the purposes of this Declaration, the prevailing party shall be that party in whose favor final judgment la rendered, or who aubatnntially prevails, if both part1.ea are avardod jUdgment. Thia Declaration ltball be governed by and construed in accordance vitb. the lava or the · State of Washington. ...(. ..1..... DATED as or this _z __ day of ...,., 199:J. ::~~ STATE OP WASHIHG'l'OH ) ) as. COUNTY OF K J: N G ) on-this-2na-day~of __ .June ,-1993,-J:Mttore-me, -thB----•• undcrsi911ed, i"1ioEry Pablic In and tor the State of Wauhington, duly commissioned and svarn, personally appeared William punn , to ma known to be ~f!!!!i!:n of Board of Highlando community Church, tbe corporation~at exewtecl the foregoing instrument, and acknovle:tged tbe said J.natrumtmt to be the free and voluntary act and deed ct said corporation for the -l - ' I. ,,. in connection with the same '· - 8 • ' . .•;-::··-, ---... _,_ ... _ ....... -------·-----·r - , ., 'I _ _.. •• uraea an4 purposes therein ZNmtionad, ana on oatb atated that ba vaa autborized to execute said instrument. WI!'JmSS KY 11AHD AND O!'PICIAL SEAL hereto afrixed. the day and year first above written. -------------------------------- -4 - ·~, -~ -' ·--' •. ". ·' . ',! ~- .·• t . : '!:::, . t .. :.:•':: .·_..\:'·:~ . · .. :,:;·-. ;.·:~,~~:'..{~;:: I ~({~lj ,1,:,:i,,~ ,:~-i::;:1--'\ f~I .?J:o::;,t-~S ,. This sketch is for the e of showin the a remi5es without actual and Ticor Title assumes no liabili in connection with the same ·; I ., ~~ " ::"/ i T '•I ~-· ,I I :'\-····· , 11) 0 co M ('J ~ M 11' El • TO ... l!UDlT a .... !1'llll l!BB!'lll'.mnB ccmmll'1' -m mGBL111U)8 co1wuan1 camtca UD DB Cm' a, :RD't01I 92SSS4'14 P.S? BlocJc 32, corrected plat of Renton B1ghl.an4a lfo. 2, aCCOJ:cling to the plat racorded 1n Volume 57 of Plats, paig-ea 92 to 98, in JC1.ng County, Washington. !1'o90ther 111th those.x,rl:iotun>f-vacatod··Jefl::eraOl't'Awnua Northeast adjoininv; . w!IJ.ClL upon vacetlozr;· attached to said premises by operation of 1av. Also togethel:' with t.he ~olloving describe« parcel; COJal,ancing at tbe Rortbeast COl:'ner of Bl.oc:c 33 or sai4 plat: Thence South 02•52'21" waat: along the East 1ine of aaf.4 Bl.Oak 33 a distance ot 220.00 feet to the Noi:theaat c:omer of Lot. • of city of' Renton S!lort Plat Ro. 18B-78 as recorded .under ltin9' county reCDX'ding n\Dd'.ler 7BOB170836, an« tho t:zue point of J,eginning: '!l'bence South 97•07,39n 2&st 30.00 reat t:o the centerline of vaoated .Tcf'ferson Ave. Jf .s.: 'thence Nor~ 02•s2 1 21• Bast along said cont:erline 30.00 teet1 Thence Korth 97007i39w west 30.00 feet "to the East 1iDe of Bald Block 33: 'l'hCnce south o2•s2 1 21• west. nlong-said East 1ine 30.00 t'ee.t t;o the point or J,eginning. . All situate 1n the Northwest quarter ot Soct.icn 9, Totllml:lip 23 Horth, Range s Baat, 'H.K. in the city of Renton, county ot ltlng, state or Wasbin~OJII· :auaoo .'''~1 J , ,,. of showing the roximatc eoera.l location of the rcmises without actual survc and Ticer Title assumes no liabili in connection with tM same I I ··/ i I j ··'I I ":! .-., ~:-] ··' .: ni.:,i/, . I •• i . . : \ ,( ; ~ ' ; ' , 0 • EJSl'12'199J 14:57 FROI HILJ..IS Q..MK IU ....... D118CliDUm1 f1' IDT 10RmD1 DP JDf a BUB,1BCT 'IO IIZllnI<:r.n'B DDmGI COIZl'AB'1' 'l'bat portion ot Lot 4 ot t:ha city Of' Rantcn Sbort :Plat ncozdOd under King c;:ountr ncord1Df m=ber 7BDB17D83& am.a vaan.tad Jeff'enan Avmme Jf.:B. aCl:Jaeant: thm:vto contalno4 vitb1D tbe following cleGCrl.md proport:y: BeglDning at 'tbi -in,iro,iC,uon o.f the c:enterllneaf-iajd wcate4 .roum:s:on Ava: lf:'ll:~:.·v1u. -~e Jrorth ~ of JI.a. gi:Ji Sthtet bo.lnlJ 30 f"nt lC'ol:'tbarly ~ tllc centozollne of eaid H.B. 9tb strcr.:.: 'l'hanc• H 2•52,21• z along tho ocmterline of eaid veca.ted. Jettarsan Ava. tr.I •• a 4iatMoc of :z:ao.oo tcot1 IJ'b.enoa H a7•07,39• w 30.oo feo1:a 'J'benca H 2•s2•21• B 123.17 feet, '.l'llenco·JI &5•27'17• 'I' 24S.29·feet: ~ce N s•oa 1 21• z 249.so feet: 'tlaenca N 541 )G'4S• 1f 154.51 feat: !l!lenca s J.•57'48• W 315.18 foetr 'l'bence 6 65'27'17• 8 138.00 feet: Thenca s 2•5z,21• ll 377.48 teet to tbe lt'art:herlr marvin Of oaY lf.E. 9t:b Streat J:»o~ a P,!nt on a carva cancaw to tbo Sau.th tllrougb llbiell. a radinl. l1J\e bears H 13•29,45• w: !rb.enc:e along aa1d. lhn:1:ber1Y marg1n and. Hies earva to the :r1911t .. having a :radiua ot .172..59 'feet, t:bJ:OU9b, a ~l aAg'1o OI' 10•47,00•. an. arc d1Cltanc;:9 of' .J.64.U feet to tba point of' -innln<J. · contGining 73,344 s.P .. , noro or 1Ua. • 1.11• I ··-·---....... -.... ,-1,MnaJ,U.,,.._,C'OIIIUNb, • 1' •• ~ . ' ' ' . ' .' . ' ; ' ofshawin the a " -~ .. _ ........ · .. i•:-' -~ ·' . 8' ~a .11~ '1'0 ~~1 I n"! .L' "' :~ I L: ...: i I Ill 171 ,,I ~ ~ g 171 ! ' STATE OF WASHINGTON I COU?JTY OF RING I WHEREAS. Tilghlanda Community Church. Ronton. Woahingcon, outhor.1zed the issuance of a Hri~ of Church Building Bondii, ded,:natcd .cs Series Three, duted Aur.un 1, l9b2, in the aggrcsnte amount rif $100,00D.OO, 111 oat forth in a Certtr:lcd Bond llBsolution of the church dn.ced May 2 1 1962 and recordod in King County, Y1111hinnton on July 10, 1962 in Vol, "6' Pni;e 456 IS4S0444; and, WJIEREAS, thereafter, in kc11plng vith Section XI of eaid Cortiftod Bond RHo1uUon, Highlands Community Church, Renton, 1-l'o.ahlngton, authorized the issuance of a ocdeo of bonds, dea:f.,;n:ited as Scric9 four, doted Aur,ust 1, 196S, in the oggrcnata 11:iiount or $20,000.00, 1:111 11cc forrh inn Certified Bond RC!solu- cton or the church dlltcd July 7, 196,, and recorded ln Klng Couuty, Washington on August 23, 1965 in Vol. 5079 Pa[U! 128 15918736; ond, tmERUS, th.ereaftor, tn keeping ~th Section rt of said Certified Bond Resclutton, Highlruu:la Colllnunity Church, Renton, Washington, authorized the issu11nco of ll ser!ea of bonds, designated 11s SeTiea Five, dated August l, 1974, in tho aggrcga.ta amount of $300,000.001 Dll set forth in a Rcu::olutlon of the church dated June S, 19n and recorded in Records of Director of Records & Elections in King County. Hash1neton on Auiust IS, 1974 under D7408l5040i\; and, WHEREAS, 1111ch bonds wcro issued pursuant to and 1n occordot1ce uith the · proviaiot1a of a Truat Yndenture dated July 24, )914, CXC!CUtcd by said church and n:ming Bank of the WC!!lt, Renton, Hi«hlllnds Branch, RC!nton, Wi1shini,;ton, now known 48 U. S. Bank, as Tt'UStco; and, ffllERt.\S, the ropnymcnt of such bonded indC!btrulncss "'18 secured by the Hen of n Deed of TTIISt dotad July 24, 1914 and rccordC!il in &ing County, Wnahin~ton on Au:gu,t 15, 1974 under No. 7408150403. or,n!Ht thei follouing described rc41 property, to--:,,it1 PropC!rty lyiog and hoing BituatC!il in Kinr. r.ounty, w.,ohington. ond bC!ing the: aamc: propC!rty in that certain Quit Claim Deed recorded in Vol. 370] of Deeds, at Pago 638 or the Record• of King County, WathUIRton, to vhith Dl!ed and Rei:orda reference is bore modi! for o moro pat'ti- culor dl!scrtptton. lfflER!AS, Section 17.06 of c;ho above Trust Indenture ci,ntoiaa the follovinJ!; provia!on: "ID10far es the provisiong of the Raolutfon under uhich said pre- viously :lasued boada uere nuthori.Zed are not in conflict vith tho provisions of tb1a Trust Indenture, the Tru!ltee :ls outhoriz:ed to act for the benefit of the hold or a of any of the bond• of Serie a Three and Four, d8 vell as the tionds of Sertea Five.", AND WH!REAS, thoronfter, in keeping uith Section Three of the Truat Indenture abovl! deacdbod, llighlonds Comunlty Church,: Rentcin, Washington, •uthoriHd tho 1BSuance of 11 aerie!! of bond11, derai(lft4ted ea Series Six, 1111 aet forth in o SupplC1111entol Bond Resolution of the church dated January 11, 1916, 1111:ld issue being for $150,000.CO and being dated April I, 1976 and being filed on June 21, 1916 1n King County, k'a8111ngton under No. 7606?10478; and, WJIEREAS, the church rnCtUed and conftrincd 1111 of the prov1s1ons of the nbove mentionC!d Trust Indenture and Deed of Trust and subjects the bonds of Se.riea Sb. to o.11 of the. tens 11nd conditions thereof. ~ ~ -·-AND-W.U!AS;-ii.lr1:i01'1-·cct.DiUell-h.ii.Vri"IDl\tuTild Dtu!-adeiiuato fURdu are Ol'l-ilcpos:lt at. the paying agent b11nk, u.s. B1mk, Re.ntan. W11.1bin1ton vitb uhtc:h to pay for the redemption of unredeeinod bornlu rind interest coupo1111, and Highlands Cmmuntt1 Church. 11.•nton, V4shington d-esires to 1111vo re11!3JJtul the liona above deacribed. AND WH!REAS 1 proporty being descrlbed in th11 Supplemental Resolution for Seric11 Six is as rollova: Block 32, concct11d plat of Renton Highlands: No. 2 :,.ccodtng to tho PlD,t recorded in Volume 57 of Plllta, Paso 92 to 98, in X:in11, County. llaeh!ngton. ··, . ·. , ~ ~ ; 1 I I I I ·! ti ~ ,, ···~ j :J ··.:!, .. ' e NOW, m!llEFOIE, ICNOV i.Lt. MEN IY Tll!S! PR!SENTS: Th11.t U.S. 811.ak, Kenton, ll'aahingtcm, tor and in conlilideration of tho premiaee b1a released and by' theSC! prl!lltnta doea hereby releaae the abavC! described property fr., .. all liens oec:urini the bond indobtodne:rie above described. EXECUTED this __,{p~i7v,<>,<-. ___ day of _ _,q..,.e='-""-----• 1992. ATTEST: BY: &?-~ STATE OF WASHINGTON I c:ommr or K.i.o.g, I ose of showin the a u. s. BARI I TRUSTEE RENTON, W'ASHINCTO!J of U.S. Bank, Rent.on, lltiahington, Trustee, for enin E!Xpreaaed a.nd 1n the cap1u:ity t.herain ata.t.ed. -2- imate ,, i ' ·,. ' i.·i' M ·.\ I \ i i ! ··:::'r.fla • STATE OPWASHJN'GrON COllNTY OF KIND .. , .) '""72::) Q<ORTCA°L? WITNBSSITll.i • WHBIBAS, lhl Ima' daira ID c:ra111 binded Wc1ulatD l'or !hi puq,o11 ofJllll'ldla, flrllb 11occs11117 l'or lit pcapota fn lb IOllJ Qlllllllt of Slloct,CCNUO ml II e dldy WI llm'-tna1u!J, di. ptndq lody of Ibo ?Ina dulJ ~ 111111111hmlr.td lhl Cff.llloa or sud& baad ladlb&dica Ind 1111 or biloi!a or lb &wc:r 1n llltl afmadd tou1 mmaaLandtllll aadonofGlla hblml 1111 IIICIINI -~ NOW, 11llllltFORB. la comidmdon or dB pnnllCs IDil a. JQmllll 11111 ca:q,tna or a.. boJllb bJ Ill• 11111a lllmDf. ml la ldrr • accan Ilsa pl)'IIIClll or aid lllladl 1111 uy rDDd!flcadm. waatom. mellltmmll or nnna111 ot m bDndat ~ m1 1111 _....oro.....-,Cllllld111ou 1111...-11cn11&a:1D111nat. lllo laDCr pm. lmplm. lllb. mlpl cad llOllft,a mlD 1211 nan. .. die rnns hmli)' ~ ID of III dalill, dtll Gld lnlaaa la nl 111111111 IUI lftpaCJ der.:ribod ID IIMlb "B• alUchld '*-aid midi a PIii bad Omlndla ailed dlt ·-TOGll'IIIR 'lnrU "'1 afi dJ ~ ml kpO "r -abdr!.a Cl' !aufta aDClld CD ,dd ftaptnJ. .. ___ .._ ... ,.__,, ___ ......... """ ..... __ _ bdonlfna or In IIO' IJIJ .;pmdnJDJ ID aid Pn:,pacy (nlit 1npedJ ml bp.o• ll'd __. IJm.l lllaltlomd lido.I hmillafkr nltmd ID u "'J'maba"'); TO HAVI AND TO HOLD llid Praa!ac, 1111D h 'lmM Im Trull for lhl 11R1 ad JIIIIPllel baemafta, llnl!!ed, cbc:ribcll 11111 tlclnd, ml 1211 fumr amma11 •WI iba Tnatea dus h 1:1 llld ol dlii Pn,pmy Iii t• dmple el 1111 ma rlJhl ID CllllffllJlbo lfm la. re. llmpll;dul lhlt11111 m .hD ho ID ~~u ~ Ill Jb!dbl&T.11111 lhll It Wmaa11 ad d!dlfad lhl ddlca .,. ......... 1111 eblm of1117ed llllpa1D111~ THAT 11aW1 •A•IU&cbld =-ClldlW "Dll!lllliaaa~ ICII oa11 kid'daafplmtotllll bocdl 111d ldaclffa lb r.-t, 11,o 1'11111N. lhs PM A&em. dlD lle,na, aod Iha p11p1111 1114 im of laid Ph pseeda. Ptbdmd ar 1ia1mD1o afanaara of mtam of DI rJlllll't omc. 11111111 GIid an die -*· na. offlcm will h:W. 1bDA ~ 11n 1111 luDllltla:a. lltldllld hmto u l!IJIIMt 118'", Afflctll &:ctl I Ammrs Dell mid P.dm. n. odJlml llnl of IN:iadl Wllrtd t,y l!m INiemm. caadlll of• lcdo or Moi1Ra lmSi a ddiMI ID lbM!it.*A•, Scedm I, ln:lim 2 MmrdN DU,.,, Be era! bmntl ar Immn 'Tlla lfflftl kmdl 11111111 llamandcr wn llll'ln sul&llyfn ICClldwti wlrll lhlldledul1111dedkffia.mrrbd l?l!dlit"C', whkll itrtl'encllDDllfmda a,111111 a..t far di purpota. Slmpl• lnlallt baillb In 1M WIii wD J1411hnpla lnimtt pl;Jlbll by mt .... ally. wldh llltmn on Ibo campl'.md lllCml1 !mb .SU 1m CUllplll'lkd llcmlllllDIDy 11111,r,i]l lit palil dq with plrqal 1:1 lht mmlly b 5ffllld Ga 11N ,_ of lhl lllall bondl, · --· Sre(irip 3 . PrrDln-,-!'rm -Bondi """iaij bi l:aieil hi in, mndtfpll or SZJO.OO 11111111 rm1 lho moun1 111mrfna: Ga m:,llll!lldly -Jdcl IIDndt wQl" mlpcllbclld rmmbm bf l!iD lepznr. \· . \. ' ., I I ! .i i ) :-l ·~ :; 1 This sketch is Cor the ·---... ~·---·----·-· -- .. ,., ... Sm'sn , IStzmrnm Fm:m1 Spcdffacn lbms at. baQdl .. .QcJwl ._ 11 lbhlMl 'T 111d -,. • pa1, lwnut l!ecb m:I nay lafll, awtmld. 1M tlDlldfdGll lhacef b Jiad,y .. I pal of dill bl!nlllll a Jr 011 llffle append~ In !hi Peal or mnt!ICI ~ dill ICIJJll binof mt 1m111 or 1111 1m:I. Iha 1t1m or lh9 bond wD con1r1L k11an6r Btdm ll'fftnn16rrrl'.Bmk Tbl ~mDmlmliD lillllrllkll•b:nl~trltlctasbow• 1h11 r..111~ =~ ml o....., m ~orlhaWkllot.n bmdabslled~ 'lblbmitl 111d lntinll dltffllZI 1111D bl pqlllh co tht feJIIIDrcd ownv, Owtenhlp of lb taftd(1) q be lnnlfeffld dunlrlh 111' Real••· kllog 7 Preb5PilDS q[ Bmta hi 1M ll'Cbl 1n1 bom1 wD 1ia:.,ome lmlftluf • .,-,, 1M R.tpl#I wD mot I QlliW bmld ti lib tmd, lllllilnlJ" and d&D.111 ..... ad fa mdm1fm lbr uld lllad(t) ID mutl1&t&d If dcl.med. 11p011, ~ of dll lllf&iru1 lland.1btnQI' Gld lpllCI PIJatrd cl uml m! IIGfflla1 dzaqa. If-,. In WI -at Ill/ ~ 11 mn,td. 1a1t • 11111m. 1111 Reatm, thlJl 11n1 1n Dea af ana III tllballcalull ror .,. llond .ucp:d 10 kn bcm dcllrQpil or lost. or 1ft llm of and Ill ~-for my bcr.3d(I) 111:11cn man thlll 111 (6) mallhl 111d an p.....i: r« PIJIDCII wllldn 11d period. • MW ball4 of lib ldnd, ftlllllrhf and dllll llpall lllilfKtlm al 1he CotJowln& nqulranent1: 'Iba nal&Ctred flWftl2' ar ncll lml(I) or 1111 apm 111111 Ilk wll!l lhl Rlprnt III llllWtdl _,..,, to dla Re&i,lnr !hat ludi ~ -bl flCI ~ loll imd, wldl rlSplCt • RD1c:a bmd(I). lhll sadl ddt IIICClllnd al klll ab (6) l!IIIDlb pin, ID dll dda of ,adl G!na, Sd4 Al!ilffll .W. iCOlltm a lp:mcm: wbadJI DI, Nllat IP'la ID hol4 flnlm ml lnilann!fy dsll lllVII' 111111 ltfl 11111 di pada m mQ' lie U.bla vpc111 mch louif(r) 6:a111 md lplui all dahna ri ...._ 11111 frDal lllll11illul 111 dmlqea. laml, COit,, cbarJa 11111 apaua llrllkh 1M Res(ltnr'm11 llillWSlo lnair. at bt U.bla Car, Dt la CDAllqmnCtl af IIIY IOdl dl1ml If ae4a. or II lbl rtrull of hnlng pai lO th9 rqbllffd OWQa' I ttapUC&te ~). 'lblllflblftlnmtlUI Ibo.• lblepdoaoflbl,-.ar'lnmlil.-bl ll!tllfnd ID l\lfflilti 111.lndmtm!ybaid laadbJ alqlllSIYII--,~ ~ RIJbn' mt r-qamll Jaia roe lu1l!na lhl .._. bft:1(1). MPD t Bmmznl He»:re Pm ,,.,._.bl*-allDludl. bolld II rtpltftd aball b14calllll llll4 ,qanW 11 .,....,. dll:nof rar .n pmpma atdlll ~ m1 plJmml" prfsdpd ...t 1a1aat IIDllel' .,, IIICb bond sh.U bl Ill* mdJ IO Illa tea,brmd mlder 1bueof, bal 111d nslarolid lnlJ' be dllDpd a ...... Plffllid, All ndi ~ 1111111 bt YIDd ml drt=af• 1id!lr, 1111 ~ dll!WiilhJ IIJllfllnch ll:lll!ltaW a1m1 oflllamaor111:1111 '° paid. 'llilmllr ml Im rqkmr m,r am ml 1sa1, 1111 r:eallllnd Wier cl ax:h talll II tha atmlu:o .., (whclbtrar mi It thl1I bl l'laddl).. 11111 cu.or : :-Mn1 "" W.. of OWOCll7ifp ar wtfdzla llfsc:IICII wllkl lUJ 11N blllll ,-!a b7 ID)'OIII ollu:r lhlD Iha ...,._., lllll nsllhcr dil l,pnr nor Ju., lbD ba tffOCUill by rtr, IIOIJc,l to l7lo CCl'llrlly. A11T1a.1 n Sp;llqp I Prcdrr ID4 Pilhmsncm q( f'l::RalfL. TIii z.w aC111U1 ad llflCI • dl,-Jl or C111N III be dqlllllCcd 1111a • bond ,.__..tCCIOIID, 1111 naJl'DC'Cllldlof ID Alo ol lllo ballda ID bl Nalnd ~-All~ om of !ht bo111. pDDlll!II, IQXIOlll ah.n bl dllllonDd oaJJ t« IM PJ11*1 u 11:1 r:dt _.-Jmpool ml U. of FraeaiU" Ill a.hibil •A". Sc,;flen 3 tfal 61oJppaJi11 '1111 Proceeib lhlll DM tio Dl1Jndl1a II)' 1111 raa. n111 .ndlJeict ID 1M JIIOC'f• of my C01D1 upma kpJ ldloD. bJ or qdnli 1be lavcror b)' clllmlq IIDda' ar dno,ta 11. a ror 11D pmpcia or Otis Jatemurei 1hl Pmcced, M nmaJo upr111 ml lflll aldD a. Juaa momp1la, wbb oi:h .S na, poirl:tloa :.or. Uati1 1114 p::eedl m llblalld t« o. pm,-. • cn11 m ltib blkznft. dll Jroc:cab dllD IU'llfa.111111111 ia llll a..t Froceata Aal,mll r« Iba bmdll of Ilia~ CIQ 11, p!Dllla r,,,t,. AITICLBm PAYINOAl32Nr-m«lf«IFUND &:!km J bYJne ARP! 'lb lallCI' krdlJ nana. appsl,m 1114 dalpale1 Iha Jnstltllllall lllllled In 8dfbir .. ,.. ... 11 PlyJna li&ffll ror ltdl 1."ffld bm. Ufbll obwlod kl pr1III c:asnatlimau bl~ to la1'L Thi p.,ia, ~t lhlll bt fbm&W wbb 111auc11S"1 CIDff orl!all r.1crmira.1111th_.U_'l!!!'2'i'J n. h)lq A&ai1 diall ""bl mpbwl tD sh• IJ'f/ bllld arlCQll&J wlm lapcc\ ID 1111 pafarmanm ofba dlllm .S ,--NIida n. Pqlq Apot lfwl mm ml ai.l:,!bh • Slnlhll Pad Al:oiiall1 Ill 1111 aama af Iha ._. Im 9'kb Ill upo,111s r« p11111cnt1 oa ._. lien* w111 bl m4t am .. or 'Which 11111mm n1 ~ ,.,_.a or 1111t 1a111 wm bl ptlit Odl&t lhln II brnlalner podded 1o 11at Cllflll'IIJ• a. PM A,.w dllJ1 lllll,,,, .. or mdl -.«m1. or tUow mt wi6ch1,II dmtm or q ruin or 111111 ol l!IOQIJ aoep& b lhl Pl)!llall or baa • llCIIIIIIII lnl=ral lllllil ID tnm lllvo ......... ' e ofshowin the a OJtimatc era.I location of the • ., > I . I • I:~• ...... .. .. :· -<~ 1n connection with the same f J ··[ ' I ....... !~ -· -:. •.·\"! '1'1111 Plytna Apl 11117 a1 lllf/ time mlp tram Ibo dDllcl ad obl!Jllknlt bnpltlo4 hnan:11:r by 1blna: lhb1y (30) ci.,. tllllke In wrllfaa • Ila lua«. S1ldl aadco dlall bt ddhocad ~ or by np&alld mlil. heh nslpdcm lhlD tm efftd a1 11111 end ol' dihty OD) dlYt or llplll'l lhll adlcr aripalaVIICIII or a f1ICCCD:,f l'l)'laa AJm1 tlkl llffllllcr ID it.. IUUSIOI' ~ Ap of Ill 11111111 dim btJd by Pa,tla Apu. ltaJ 5-PJJlq Apt appom!ld m111111Dr lbll allCUleo ecbowladp ml ddlnt ID ill pndecap:,r 11111 IO Cho 1Amr ID batiumm& hi wdlirra mctpdaJ Ml! appoltatma11 ml dull lbanpml bDcomt rau, ¥aW MIii and l'llpGIUnit. lbt Ill of tbl di;da ml alilli•dom II hyiq A&ml baeuncb, '11m l',IJID& Apnt ... hnnrter. 11111 If &ftrlr 111 teqllldlln CJ' tmll • pmadld D II ftlr pqmmt,, did 11 di fanrcnl 1111 111U ID 12D S.S-Paylffl Aplll • fltllra uh basidt 10 111D .,._ • ,--JIIUfflllnl Iba ._., wldii I ltta:r otrillq lbl lllm8 and ldilJea of Iha kica=Dr PIJbl A,ad, n. hylq ..... ...U lo-()111.Y t,,, do -of ... _ ... ,Ill_ - laipor&d ap,n b WIiier a. pbloAI or dda &dadurl mid tc:r Ill owa 11i11&Uamco ar wiDtal dcfm!L In dit pczf'orraa:rn or at& ~ 11111 oWpdom. FGf b llffll 1111 ardblllJ l&fflM a PQq Apel. Amcdca C&mdll ,... OmipaJ 1"lll ncdYa • rat ,-,&b!a 111m11My ar wedly hn die daklna Ami ICCO!m.i, ml tor whkb lffllllcm 1w 11cm ma 1111 111 npaymmspba blllllllDadsu MtOtlllDBXHmlr"C", 3ccllen t Hef:Jcm er o, Pnnt1 ra "*' • '"""' lbr ~ Olli !hi lJa4a. 111t r...r W'Nllall 1114 ..-, io ddlftr datma w pqmeaa rep1a1y • " P.,taa ~ tlXlllnCQCfaa an 12i, a "' oa m m Sdlcdl:dl o1 Mlb:ldda. Zddblt "C"'0 Old &'ODlbm!na n:pJaly 11111111111 aillni ~ 11111 inlarell an Iba lllmda hu Ml paid ta ra!L Th, wClld "dsil,a" II med In 111111 micm 1!&111 11D11 ID depmtl llf &c!UJ •UwaJ CD 1h11 Ptylq ,\pl Ill' wJ1 am ID pla:11 llllo Unlllld lwm MID "1Jftf01114m1111 flnl dml po111ppdd mall 'l'ha 11!111111111.tW dufat; flallll ppen1t 4dl tro • 111: 11111 In B1b110 -c". ID die ffall 1111 !aim dll'ID Ill J11Y111U t111 Ila bcatt. #II mb ddk:lmJ II 11C1 carmtld wllllin IMnf (30) dayl. dim Paylna Aa;-m-111111 nallfJ' 111111111 Secarfda Cmanlakecr of udl lldll ••ah lllllllbdon ....... ____ ..... ,. .. ,,,,__.,. .. _ ..... _, ....... ...__ ID JIIJIIIWI ofpfDcfpd 1111d laiflal • dll t.mda. 'Ila P-,ba: Apnt 11111 but ndl fmldl In aoo-lJl%llral badq cbdlfla IICCIUnllro lldal:ll llurlq: ...._ or lhca: lrrlll catllkda or dqlDlll vi.Ill baa a • rnaaJ:tcn ol' P.DJ.C.. u.s. CllalaJ& •IIIIIIDeJ' mmlll lll:llllla1 lmdl fma:ed 1n us. pamnm aad1!a. A111maat: am1q1 wm !io aedllld co w alalf:q lmd _or ... 1aa. II Ito mat or ar17 ndanpda:I or 1111 ot lht llmdl. • '1111 cacdluirn ot 111J bcmdr., m lpPllpddtmfldaD bi Im IIIIDIIIII olrflldu dlklq flDd IDJll*lll llllJ llll ll'tllh hire 1 """"' p(J:eat ml,,,,,,,,,.,, n( B:mb 0a Ilda -1mmml plndp,11111 laraal PVmllll dlll,,,.,.. A,ail nll A Ill pdadpd 11111 blllral .. ao llltkllda Dldtd III l!tl mordldba ldlldala cldlcd bcnrD a Bzmll "C'" IIIIII IDa:lp,llled _. IIJ' 11111 nfamca. 1l1aa D1C1117 wlaWn.vn ha IJlt tW:lq ta.I bll oa1J ID a.. .... at 11,t flmdll bldd Ill. dlil llalfaJ ftmd. Qa cay lmlhmmll pqmm1 dai.. PIJhra Aamt duD -1111D ,,,, prymall OIi rho lxmda 11111a Im dnl:fDa l'ald CIDllblm IIIIDldal l'mm to mUI d pllmalll lflea dlaa m b bDDifa:. U nl!k:lml lmft .. mt enlllMI.,.., Aaml dilD ~~a. 'l\mllO. In a. ffllll al ddall: ~ u. lillnD la tlJo 11aUna; fad dalll lio WI a ed:lldond mllmnl tor 1llD ,.,_. .if th:11:ada, 111d 1b1 pirronn.a ti, maa .r 111 eblla:ll!lom Jianadar llldaiUaa alllmlll llmltatb 1111 paya,mt or ww.. ,-ndmm. tmt. t1a a ezpcmaaro.n.uo. 1 1 :4 NJr::rn,,,..,.,Hrem:tBmbftzrPsxzrmt 'Dllb:allsbaD11111m,r·micrmalflallllllldlt, Al • .,, 111111111Da btlll&n=al ,r prindpal • bnsl nldl cm a, bard II IIOl plCCll&al r. J1111111111 1111 Ila IUIUdiy ._ said Pvf:q Apa m11 aam 1ai _,, • ._ ap1 • • m11m11a lnmllmml .,, pdsfpd a bdaal. 111111 m1 fin!. wD opaaao • lill P9Jlllld af-21 lnlllllmaal II llltauD dio r... llld Iba IIDl:lar IJmaf .t. 4111 bt ddJ • an u.mcml bPQmcl 1111111 lldl dml D l"llaa;Agenl Dll11n11 pH all-ID Ima' 111....-. ollhSecda:aS of .W. ldi;t,,, nrmpllll dlll t.ldcr lbrnDf llltD loot IOlalJ 11D DI Ina' l'ot pqmn& of nid& 1a1N11. &ssiRa 1 h:nnrnn m ham Pl1fnl A&tm dtdl ,., &o ram, 111 moaat1 1a lfll llulna: fm4 P> RIDIWl!a • p1J1111D1 la Ml or 111 band • pdDdp:iJ an .n OWtlDdh!a 11am. a C2J 1n ..... or 1111 ----, tor llldt pqmm1 a mtmrbt ar _.~•CJ> r=*fl!I tw ,-. ea. mdmily v1 a>o 1111 ~ hlDIS ml ... 4bliurlOdl beca:N 11111 --boadl lim DOl bee:t l'fflCllled. for payment. ~-"-" e'n:DeNIIOl'nmJdDw&, DIICf-=-aJpQIDCddl.-,-,e11~III .. Slaklq Pad Aaamll awlkiWI IS uma1d.1llltllreil bcedl. ar lntaal ma IIIINIU 1111:pb lnsaal ban!r. m11 !lo wllhllml fmffl Aid daldoa; find --U cbt bmxr 1d11 ll&1 tp11, lhD Bond i'rlxlllb AnOC111 aaHbW pzmmt ID Anlc:Jo D, ScdDII L Ihm 1dd IIIKlllft& lllaall lio dqlotSled lnlo 1ddlllllll ....... Ac:cla\t, U 111d &r.l '*-Ii Aca'Mll bu been cmld. ail mnDll!ll 1111)' ta dltdlmlcd ID lbt lam, of showin the a roximate eral location of the mises without actual s ' .} ' ' ., I I , .. ' ' ''I I .J d ' .! ..... ·,. ....... ,l ·.·:.~.~\ , ARTICLE IV Stnlrm I mm, pf J'riniptl ,ud Imnnt bluer llcrdl'J C1Cm1111111 Ind .-. •,., lhl ftll(lllred •lrotlaa w Pl)'fflellll m:l'lho prlndpll llllll ml IIIIClalofall orl!ltl llll!dl IISYR:d bad,y u cho ..... lnUl!ly auan ll'ld bamldDI m:1,.,m1e II cho cf&cea or mo PIJln& Aa;at111, JnrM --, or 6t "'1lDII swa or Amab. Srstm z m, m 0, w,n 1:uucr ~ lhll II lll -a Nfzied or 111t PrDpa.j 1111 re. dmpk; w& WI rm. fl Cl'IIII -da:r ol ID WWW .. a .. • la Bdibll "'B'I; and dial a wlU Wllrllll llld ldml dlt 'frmkil lmbl. Ibo boJdcn ar aid llanda. ml all lha.,ct&tmlna dlraqllor mdet kor dltm l&llnll Ill ltwfal cl.lUlll lffilllac'lcr, bsacr eotCSIIIIII dial dill Waiaa. II lllil wiJ1 Ila bpi a lkn aplll lfll Pr=l-, 611 aid l1an "'11 IDI la nllllfdimtc -. a bmln po•lded end 11111 b wlll 111111 ,u!Tcr Dr ,=ill my dm&II • -wllldi lbl,ll ha'r1 plm,°' ovcr or pall)I wllll ddl 1niknnn _.,.. a llcsdn pcnnlalll. r,,-fllrlfic:r __. • P• 1111 fadlllr OJ' dil1aea!, lnit=Nnl GI CGIM)'aa &n:I to mab 1111 ftmlli!r mmnm a dll 'lmslll 11117 rw ,-,-r, or prvpcr 111 111 J!IIISI In 1118 lftll'dla. S£S1Jpp J Jmmrm h1m:r CO'lallln:I CD blp !bl hlldlqJ ml perrunml flmm. ~ Clqmpial Ind pmcml) propa11. DOIi' CDd III my *-llaafta, dmdlld ea lb prunbai lnual try llmlrm. ,pmlil lou ardlnll&t by fin ad .,......1ou or d:aanlp bJ wbtrtllllll ln -II apLII CD 11 lwa IR of full blmntib ,.i. llamf and ID RUM all paUc:b of lnrmalc:o ID bl rmdo Pl,JIMa JalmlJ' to lht faa:r .. ID 1111 Tnz&tta D dll .._ GI 1111 bldDdnc:u fflllC 111111 anpud, limaDdtr. ml IO dcUffl tbl p,Dcla of lmllllllUI « AJFla lhmof U !hi]' Cftl from tl!H CD llml wr\tlal. ID 1h11 ~ U III nqUall lllan. Trm!II dllll bl ftambhDd capla of Id. poDcla upc,a 1h11 t:UCadll'I bad. wMdl paDda dwl poridl for lal (10) dlyl 1rsimB DDdce ID dl8 'nUlll!il prier ID CIDClllta1lm, lsd 1 tna end A u laacr co,am111 611 k wm PIJ' d dllikp. a 1111: 111111 hm dmo 10 data becoim1 dm 11111 ~ .U 111N 11111 IIIRlllllaltl, iDellldlal 11M11111t1t1 1br lpdll bmena. wlkh ti, ,ny cmap:aau tu1naorUIISllnt 11111barlly IDIIJblu.ated or Je,W OIi Ila fraaba. • ,:fJJ p1r1 Qad. Scn&za /I Meh:•n a' lrmvmmtt 1111m' 1pm ID b£p IP ad llmllaln IINi bulJdJop. ltlsrma 111d lmprowcmaill GG 1M l'raalm In pd order 111d cm4ldaa: lamb di_.,. nsah-. .... mi~ md DOI kt saftc:r m' ,amll l:IJII IJUll llf dllllqa 1llam, JpDII' Clffal.u 11111 qnP dial lftJ pameall barn whkb U. plld « lmlllle4 Dplm Ills Pranbm l1laD. b1hl, pmpo1C1 olOdl tadcmin,. lllcamldmd a pmtof Illa RlhJ 11:d lmn CD Iha baldil oldlll ......... ..., t.adiy. "*"" BmmVornrtmuJ 7 ,mlfnmauu g pfrplDdJ'rn 'lbtllna'c:Mmm11nd 11f1C1 11 CIIIII dtfa IDdmlin 10 to dllJ l'lll:IODII !I lbl lfPlllJIIIIID =1 prllpCIQ' ,... cl da poldcll nWlridaD Ind aaa Ja nkh 1111 rat P'CPdY .taallllll II 8aJi11i1t -a• 11 bll:ed,. md 10 ,., COIII or IICllldio, dlll lndaarl 111111111 um DJIGll lfll balDlb wtddl 11111 bl.,.._ 5tdc 7 bmn?e Pc:nb r.--1114 qrea dlat l& ..m • ., 111m 11111 ftam t1m rtdmlpam!ldlo TrUltea 111111 bl qcm ar -,,robm arm., 11111 • bpea admabPDMI rrca. lbllam'f llaab, mllllllZlro pepat....,.. llldllllmllrllldl pallDml to ... tldmCGtllllllllolCIIDdldaand ....... ollhll (alenbn In lapecl Dflhl bcmdl l'fQlled badly ar ot''111of 11111\aaba. SsdM 8 P dSS n ,r SM 'Dia lrm:r COfCIIIDll 11111 1&m1 dad U wfD,'!1111111. 1eat, cnmrcr IICf m, .. , lbl Prmlla *9c:rlbod la lblAB "'B• « 1117 ,-a lllerd acep& ID 11a; lnrmal of II» ~ 1111r dlall II mer !im my CClftlllli;SldD l'I' mapr Dim b II In 'ltlll I-. lateral of 1h11 luw 1a1 tmadholfen. J la di! CIN of IIIJ' Im, IO lhl Prmibea corcred by insarma. • dlt, &akfna: lo;, 1111 pnmmauai mhorUy 111 ~ la Un tlwnol'pumm11 lo 1111 power GI cmlnd *"'lb. 1111 iannm:o monfa or~ nad lbD bs pap1i1a Jomd7 ca 11111._ m:1 o. ,..._ NJy m::11 ftmdl IIIIJ.11 1111 dJxndm or Iba r.-,, bt med for 1111Drq ar rtplrrdlla lfia PnmllCI al If 11111 &0 -4. dll1I Ill clqlGdUd lalo Ibo l!ntiq rVIIII IO alt U"ly tm11 MClllld bcrdly. Air, Nell l'lllm 111111111111 for N1f11ri11a 61 ftcllllla orllldadfta: 1111 lfflllllDI of !hi ~ IIIAnf knl,y disll tlOllllilml 11111 e,. a p1r1ot 1111, Pnmba 1m1 1111 bdil tarlhl ~ m1 ,dill Mllh"1J er lhl brddcrt or Iha bon4a CllllliSlndinJbcniftb. -..... ~ ·' \' . \ .. ' ., I I ,;··~ ~·~ -...... . :; •... in connection with the same ~, ·-. ·.,::,·:~ :./ I , I I ,\RnCLE V1 DEPAULTIN11IBPAYMENl'OPTAXES,ASSESSMEHJSDR1NS111ANC2PlEMIUMS Sblluld 1M ruucr ddall1 ID lho ~1 or any w.a, mc1me1111,, lnlllnnca pailunu. or fZIY claim. lien or tsm1:1brlna prtc, 111 or ID pui1y 111111 Ibo Ilea of dlll lndaima or fill tD mp lho Pmnhel in npllr, 111m ID 1M 1am1 of 11111111 In thldntb!J ftnl. or il flllldl 11miar .. rumllhcd by• bmcZbolcle(I). dloin.t. lllllJ'.,.., ml dlshlrPNC!a ma. mcumcm, inllnnca padmnr. claim lien er IIICll!lbrna and mah Ndl npdn u h ra,mably dean, dtdnWe, ...t lhl amoum Jllid lllnrDcl, 4111 camwmt • flln!icr llm and wD bl ICICWld henb)t ad lha1l bl .,. ad paylbl• fon!nrrilh Md wn a lntmn a1 1h11 lJa)al ra per 1111111111 dtal my of 1ht bDiidii aeand by It.ii lDlknilln= !Ni• trom lhl dlll: or -11 paylhlllll ad 11111D ~ lhamt. ARTICLE VD Scqlgg j J!mm pf Psflllb SbouM an nail of &1'11111 ocm, TrualU wit Ill mlitlcd III am!M OM or mans of 1h11 rana11a prDl'liW ~ llbkh rcmediel WII lie annulallwe. For J11!P*1 llcnof, m Cfflll al dd'llll!I sbtJ1 indada Iba: roUo•inJ: (II) Flilnornfllal othm:rropayplndpd lftd bmat1111-,1Flhebandl .timdua adpaydllt. (b) Fallin • mlllid of Juuer r, pa, 111J UU:I,, IIN:Ulllalll. .... OI' clalml, tlm Ill' an,ntrlll!Ca pier ID orill pad~ wllh 1111 Dea oflh!s JJlllamn. flt iotoep d" Pn:mlla 1a nplr. (c) hoalil r-lllWI 11111 ud.-,:m r« lbl Nld'd of amilfn. or lboaH • recc:tns. tipdalor, or lnll111t or lama or of 1211 ol 1111 hmlfl pniperlJ N llfpOlnled. or lakl 111J ped!lon far dal bml:rapCE,, reo,palzalian. or lfflllv:zncnl If !aaer bl fM or mllld luucr 11D a4jlllUaltd • hnlnpl ur llllobcnt, « lhlllld lmla' 11B liq6ICd or dlmhed, or Ila dJlrla aplza or 11D fflllhd. • (d) PaiJln of hsmr ID ...,. Obc¥1. perform. CIIIJ' '11111 ml UCICDII Ill 1'1'117 putlcqlar 1M CIOtCDIDD. apcznmts,; aWlpdcmt ml CIClldJllem III GUI ID lliil Jndmmrll Cl' bl lhl bmdL b:IInn 2, 6mlmllqp, U 1111 tm111 or dlr.Jc Ja:rani!a condnuml for • palod of dlk1t 00) di.JI. lbal 1M Trunlo ma,, ad lf Iha kildm of IWIIIIJ.f'lf• <ZS•> pcmnt !n l!MI IIIIOUIII or Iha pindpd 111111 of !he lon6i IJICII ovtalulltlna bl wddn,l ao nqUlt1, Iha TrulCI 111dl. t.y mtim IO Ila baa, deda lho prfndpal ot all IDada lbta O\llllmdlna lii=rmnikr .... W'ldl ID ICIQ'lllld laraat dlalon. 111d all tai,. mmmtll!l llld lmmlDCla tamtla IIDpdd, ID be Cmhwbli D 11111 pqlll!a. TldJ pnnbiml. llo,mrr. 11 llllljca D lho caai!izlce WI If II rff/ 111M Illa dill placlpll of aid bm!1 dllD llatllicm •dadmlctm and~ml Wonl ar Mol'dll l'nmllel wlllllNt.nmllll. dldd'mltl llffl:lmm lblD tml bDm and ad 111 IIIIDllftll l'or wllidl, Iba ram lhlD !kn bl ln.deJIDh 111111a' 11'111 1ndeMme lhlll lln9 blltlll llllahl Olla 111m -, pdldpal • a:aknlal (loaelblr •l'lb lhl upauea Ind nllCllllbll diorJa or dlt 'lbai-. tncllldia& dw uJICHI n .......w. --,"I r.., trllll 1ataa1 11 Illa hfaha• r11:1 .-1111111'!1 that -, or ir. bomb teCUnd II»' dlla ladlmlml -. ad ,rflkl,, wD bl paid t.y lb IIIDII). dim dla 1'nmae wll •• IUC!a defAll 1111 lla a,mcqum;a by wrlma aDCb IO r,,. 11111 DD II.di nlta wJ1 alml Ill flt effca 1nJ IIDClqllCIII dd'adt or bpalr 111,r dp11-..---.. •.. . fiM1nn t Smn;z n' Prrmkn Upan lllJ natl of .,lldl w1ak!1 D11111inoc1 for a paW of ddllJ (3UJ daJt,, 0. 1uacr. vpon dema4 or 11m lnalDl. lhD bd!.wtd& nannm • .. 'n1IIZm a. a:11111 pmcllbl at;, mi1 b ihaU bl 1aw1a1 rar Iha Traatee. llJJ llldl am:a • 111111t lffllllZI ml ~ a b iur IFPO&u. ID lib poacutoa of Iha l'NmlMII (wllh • nJcrm ab. ppcn .s 1Ca11111D or 1111 lllm:rJ, ta 1111H. apm11 n maiaqe IIICh popaty; 10 ,nae llliedM npdr&. 11111 ,xh llrmdam. .tdlllou. adraa 111111 lmporana&a U lhlU acao UI; m4 ID ncch, 1l'io lcall. lac:aac. klm and pofbl diamf 1111!11 oat of lflnn 11D PIJ ID proper a111s md qpeua of • u'1zla, IIOlding 1111 ffllDlllna tDdl prupaty, iDdudlila RU11111!11I compaullloil IO Ill• Tru,i.. Ill lpllllr, 1CrY1:Ma al ~ ..ii _..,, aniS ttlf1 dwaes or lhl Tnullla bannckr, mt ID ,.,. Ill'/ ma. maanam md ~ dwpl p1ar to dll llm ot lbcll lftlfflUI wblch Ibo 1'nmSacl 1111 dllelll b •• to pq. '1111 rtamn:ln ol 61 IDClll!a • r:ricehcd wll III miliad lo pq lnl:e,cat _, principal on l!ie bocdl. ffnmr, b 1111111 allUpzmy apoa lhl 'T'rmlN kl '* paucalDa In 1111 nllllot dcFIIIIIL SRFIIRD 4 PRm pf ID Upan. 111 "DII at dllfa&tl ~ COllllDa far • ptdo.l of lhbrJ (]D) da;p, ii, nm.- may, or 1h11 Trm!Cil lhall 11p1111 nalpl. of wducn nqaat 1i01n 1M lllldm If IWall:J'·Rtll (251,l) paoml Ill Plmdpli ll'IIOCIDl ar 111 bunil, MCWtd knbJ lbl U1 a.a.. ouumidiia 1114 anp4. sns-1 111 uD IIMi mlllll pop:117 CGllftJDd badn. Ea o• or man paat,. ap!IMW bJ.dD llll'I al~~ r. teffllCmlln or Man,qu/DRdt ofTrulwlacmfly IJetdl D lhl lii&la& b!ddcr at piblio aadlDo CCllduclcd In l!lo m11111r pmdbcd badnalta'. UnJm IJlhfnlbo porided by 11• or COVIi onler, my 1dl ~ w!1 bl II put& IIXdoo Wont, 11111 PfllPU' door In fie polltlcd lllblhidoD ""-lhl flanba Cl'lf1't)'Cd bmbl b loclled, '° w Npeaa bklikr ror cadl. In lmlldanol with l!ll lawl or 1111 '* bl w!llda l!ID l'ranbct 11 IOQUd 'l1ib pn,er of D wll llDI bl uhcaud lllllil .n llml ICCmoi!l bnliJ and iluma Iha.a btl bcal pllil an. err 1111111 11W 11117 be k14 llanailn, Aa,-11117 bid ml/or fllllW" II hCh saJe. lntbldial 0. TruaUII lllid SAJ' Rlozillholilcr, 1n !hi natl dil"nmtel Mdl CD ldlllrcl&J» ~ b lbD lio cmbJod ID llld 1111 fllUpdndpll lrllOlllll of boDdt OUU~ pl1a sauad lnmd 111d Ill odlel' lllllallllll owlai t8 b by Jumr baamclif, 111d ID ncdvO a fflldil In nid llfflOla'lt qa!ml lbl pb IO bl4. 111111.,ia batby appolata 1111 nm. Ill lJCftl 11111 llftOIK)'•la•faa ID Glib lDCh SIii ' 1 I\ .• j ' ., l .. I:·., I ! I ! ar •*' and 1o eaccwa 1111Ilc!en1 can<rcyaia::1 Ill r. stmpr. of 1111 FfOPQl)' 1r11d. .im rua kl' or 1111 d&fu. lldo 111 .lnta"aC of opll:y af m5unpdon b 1111J hr,1 !za aul prvpall ID t. told,. lftll Yalq lbs PIM In die pin:i-.-DI' pirdu,Nn, 111 llxfl •ah or 11Je,. 1blt powa of hi• I.I cmnuladt• ID Cl)' 1114 Ill rmcdla al rorcdNmo • odmwbe 11111 may hi DOW or ll=ll'ler pmldid by lff, Ed. b:nlllo?dcr krebJ ...a.ntr.a Trlll1&e kt bid en it. ~ as mv mch hie by blddJJ!i • Iha premha u Ml Old, ha lldl }IIUllflllll. 111 lhl..,. 11111'natll mnllll liaQI II wllbl 11p1 mhodJ7 to coadur.s • nll lllllicr a p:nrcr or Wt bi • a-tor TM&, then tbs TIWIN lllaed blnln II cmpowcrod IO tppllm ... olllct cpalUJcd pmon IO ICI u Tll!llm tor pgpotcl or tanicle11n& llalila 1!119 l'Dllw of Iii.. '11N, ...._. r,f ...,.'Imm fa Jllllp;lm af fandaein1 v.!a-d'lil hww ol 3aJ. l!J&II ta la wrl!laa ml ,lld appolarmau. lblft 1o rlCIDldld la 111a 1111111 m:urdl ar IClq O.DIJ, Wublaaton, •!al mi. Trml lndmlin (MCllpp1Jcal DfTrus~ "nicadcd. $mkm # Odp Pnnnfl11-l1poa Iha hwamtl ol 1117 lfflftl ol *1mzh wlddi rmlmllel tor I pafod ol lhlny (30) days. lho Truaa. mq elk lftlr mtrJ', u badabeftn Jn'lda!,. or wldDul amy, pocelll by mil • 111111 11 lnr m In eqcd'J bJ 111// lllbcr IPPOfll(a&I nmOily 1111 J'IIClll'tCI' llf PQmCIIII af pbfpaL 1=:ral md ot!M:r MIU "1cb .. dlae blll Jim • becll pd4. ID -1111 mllis pdndpd 111111 of all ball llltn Olllllaullaa topdicr willl ID KCUld lnrcra1 --. ~ 1h lime IJmla ID dm Nfflll IICladl ebD 11111 llm, aplad. 111 cdD#I paJ'lllQt of 1h flm!dt .-to, lo lcnclcM dlia lailman 111d ID Ml Iba Pnmlla 11111W lbs Jad&mait or.._ of a comt or ccurta of mmpdaM jamdkllon. h duJI be oWJ.-,,, 'fOII 1h "nacoa so lib 1e11ao e1121tr 11y m pmceedlap • bJ 1111 mm .. · or hi powas trilb ffli*I IO 11111J er ui. a fl m11 dlicnnlno. DpOD bcllia topal8d tD ro dD by Iha bDldm or ~nwi (25) pacen, ID IIIIDlllll or dlo bDall da oawmlns. mt apm ba!aa lndannlRtd a llalbld'ta pmldm. No baD5hcWaOO dsltl be IDlldad 111 hlllutt -, IS1Jon. nh or 111J ~ ~ krnncl'n IIOf lo llullhw IIIJ' auk. Ktl.on or prKGldlap apaa "' la 111pac1 fll 1117 or 1211 t..i. or Jataal. a:cep; la cuo of nfnAI of Illa Tnc. • ca Ila radt ccmdnllrd lft:l£I& ml 1Dmnqa nt lellderw ln&:mally a .r.mkL assn.,, , mtnmrm ee, Bccshue Upon lho &Ila.a: ar a 1i1111a cqalty or o111cr ~ otjDdldd prllC*dJa&t M mOICII dlt rlptt of lbs T.-md dil tmllioHm. Ilia,...... II I ma, d rflhl Cid wllJnt nprd ec,. dil lllfDdmc:J ofllll llfCIIIIJf, llllll a.alillcd, IITlmlOl ll i111D1ldllcndma ID dalra. llD 1111 .. ...._, (lmmerllmlJ lllld wlOIDal DDlim D 1111 laar, wldc:b II bnbJ walnd) If• ralwaoldil JIJnlMI lat oldit .... 111111. laDaed ,nfitl llllrtal' pmillq aodl JnClldlall, wltl. ~ Pffal a 11111 ba n,qaln,d.lD Jll'OIG 1M m1l:nll of dit lialbaldaa 11 It. man mat19a ndl lflpllflllmal lh.n mater. 7 7 7 tmrm Hn m, Mn'Qefms rn rm otlbl p:,111mq-of.,. ~ imDtralcJ, Uipldsllcm. bcltrup&cr. naqanllllloa. lfflllplll:IIC, .llljaAmcnl. mmpoaNan or Glfla' juillcill JlnlCllldml nladYI lo It. &..r ar 1111 OWi tltliaar 'llpllCl ai. bocllb err Ila psapcny of lb lam • of ISIIICh ocbcr al:lJ&ar cr lbllr cramm. lb Tnat:ot (imlp9cliN., .,,..._. l!ieplndpd of a. '-'9 lllall dim ...... Jll1lbl• u lham •paNl'I•"' ...... adlmllN ... lmlpeclm of wlldm die 1'ndm lfllB 11n ma m, dlmand oa ftll lnmr lDr ch pqmm1 ot lM!dlll piac:lpaJ m lllm:111) 111111 ba mdllld 111111 mapowcn£ lly .laimalllDn la aich pocecdlq et 11~ (I) ID repaai1 lh 1iu1rat1 ., .. baadbaldal 11 • cr.u la .., lmb jDdldll snc-snat. 00 io mo and JIIV'G a cblla ear m .,. IZIIDCIIII,, phqll ad lntaal: ..... .S IIIIJdd' 1111 rapacs ., .. 1111111, CIIII ID m. ndl Olbcr p,pn or docmnmll II IMJ' be aca:aa, er aMullk b anlllr ID hln 0. clalml of Ota 'lhmN (lacll:d!q -, cbiml fur Iba ....W. CDaq1C11:11ioa. upama.dllk.. -·-Dfda~ ........ rmmat)mloflh!i ..... Iden dnndla. mcltjalldd pocmUq. 11d (c) ID adlllCI 11d nalWI mcmlu ar Olllsr papany p.,.W. m dlUwnbJI ca _,. ndl clliml ml 10 dllllibDta 1111 a:me; ml -, ncdtcr. mra-., ~ BqalilllDr, aequa1ra111r (er elhm 1bDar offldlJ) ID 1117 m::1:11 pdidal pllClllldlq II bmby llllhad:r.mt r., -it ballllllDJdl:r 1D Dllb lllCll 1117111mt11 • 1'11 'lmtm,. mS la d.t cn:nt 11m • 1'tm* mil-ID 1111 md:fq rJl mlfl pia:,mmll dhaly ID lbll lloDd1laWtll, ID pt/ ID Im ...... 1111 IIIIDlllllO ID fl r111 &1111 IUallnab!il c:.w.11 lk.s,, opaae,. dlllnnmmll • lfflllCIDII or u. ,-.... 111 1p1111 m1 CIOIIIIICf,, IDd 1117 d.cr -=ntibda 'l'nllm krl:mlcr, ffllllilaa lmdrt11111ia!nml lblll be dlm.llcl ID IIIIIIDlbo 1!.D Tnillm ID lllllbmim a' CCIIIIClll 11:11 lit eca:pl or cdaFl OD bdldl of uy bmdllalda 1DJ plm. of nc:qtimllall. ar'lllpnlll. m4f,slmall • ~ .n.dq d.t boilldt ar Ila rfalm of ., 1iD1dcr lhtsa:it. lit IO a1llodu dal Tnlll:N ID NII In mpca or Ole cJ.IA Df lllt!/ lmDloWcr ... C/ ad& -ktfml 1mlm¥rft10zrm0wn'Wbfmt! I n!Bmd1 ADd,lhDotdl!Omldalmlillk:l'llilli llldm11n ar lbDbandl 111111• pnlllCldld a.11 ..r.. lif tlit'TNle..trldio.1111111...--or -,or 11a1 bondl ar Iba: __ ,.,,,, ___ m1..,._,,,,_., ... _ ...... _ .. Ill own11111111 a nm. Dl'mapm trmL An,111111'1'117 ol'JadpDa.&IWI, IAa'pmrbloa r. lhl lll)'fflGllotdmhlee, kl 11m11 ad C1D111111. i. r. th. nllfM kneGI or°" WSat ct• bcnlll fs .w ndl.Ja!&mml 1111 an rsv,aaS, AfflCI.IVDI CNUJ.1.t1UfOP11USTINDfJfflJIB Pmnms pr r 1 trtw p1 YahVnr lhP 'alknnn J111bu,1111.hll, 1-, 111 ._. °' m1p. w11 p,y lit c,a ID r. paid die cdlll pb!pd .siaomt of .U lmcll .aid tmlly. lDII IID lml:nrl lbalCa, • 1114 whm 'lhl ._ .ball ba:mnlll 11a111111 p111bae __.. llt dMi lllfflll end oaadlda111 or 11111--. ad w11 tally~ OD Tnaa hlnlll dl!dallll. dlal ll.llWl:amrlllllill 1111 Mid andurm lladlcrbmml dl'ecL UJIDII, lhl ......._ tia'lmatNi or IIJlmdl muted •paW•, ti 1h11 bo conclul.,111 prtlV,lli.. d.11 Ill bcnull 1ecard R•bJ Id all letaal • .. ..,_ . '· ., .. ' ., I I . : ,::..~ . ....• ~ ~ ' "· ~ .I ' I I I ··\ i I \ ·.\_. - 1 lO ... C\I 'N § ,.., ,;r ···--·: ·' ,. ' .. \ ~ havo been ptld lafull andTrmau: 1hlll bl ttllldcd ta 11d11"y 111d rdwa !he llmoftllb bknlllnl. Al lhc llllda?onc ycu 41a mauariiy or 1111 lui mllllriQ band ICCllffd hereby, or 1t Ill o~ b=G .-1mby hm licm calkd !or ndcmpllon ID ~ wilb 1111 ll:rml o! 1h11 IDd$tanl 11111 1h11 q,p11111rilll dqlallll 10 mbs lb bDadl b'l'e hem mlde. 111d In ci!bct cYm1 all m::h bci-.b bna ~i, -, radCCIICd by l")Wnl m ruli or od!eswlN co lbl bDa:L'laJlcn. or lbe l\inlb tor Neb paymmihno bempul bJ' 1!11 ruucr lnlD llmdntfii, llr:lll lbla lltr. lndamewll i.. \IOW Wot• hMcr ftme end cffecl and Tru1ZDD shall h cniitJat ID IGb/y 11111 i:deao tr. lira ol llllt ~ ac:cpl and unfa, Illa. be 1ft ldion pc1ldla,: io Cors!a,o 111b lndeaftuc. In wUcb. CaJ11 1711:a 1ndmlwa 1111D c:onlim:II In dl"!IEI llfllil a:rlllf'lcdDl'I or l1ldl r11m:Jmvn~p. nncu a ScsJltm 2; Qm4lden1 nf AsrFPJIDPI tnm, The TNtu. aCQJIII 111D 1111n lt=by ffWllll but only 11pan 1h11 !ollllwill1 laall 111d cuislidaJW ,., 1h11 il 111111 RIil be 1lnSet Ill)' obff1ni1111 ID lib CII)' aalD,a la MJ' dd'aldl. IIDr IDwardt dlo um!IDn Dr enfarcemal or Ill)' al' 1h INIII bmb)' nealDll. l'nlt' IO lndtale,, appeu la or dmrcnd my 1111 or oditr pnc,,6p in ~n lhaP1dl. IR1ca rapaled In 1"1dq by dia haldca of awou,-llwe pcn:cn1 (2!') In diil pincl'pal aaomit o! lhl bDndl dim D!lllllndlsia, ll'A lr in bl ap!Dlan tudl c1q Dllf read ID ID'fDtr1 It la dJICUI or lwnli!J,, 1l:tlbl flllllldlcd l'mn lima ID r&r. ..r:ti ~ 11111 tldaflitloly' ln=mllJ u II ffll)' ft,qlW1! ~ tho bcnldhaldal. 11dt pmltian 1b1J DD1 atrca 1111dilc:st--, pawm ban'OI aha 1o &hlTrute-e. (b) 'lhll 11 • SIDI and wlJ 1111 !Ill raprrullrla for &hi this or !hi Planba. a, Iba ._ d'lmo( or Iha nf!"ICDJ ., ... ....., ..... "'!""· (d} nae ft DID III anh&d ID bN ..r m:c:it. lCIIOlllbt• DOmpallllion rar 11111, m,lca ~ bcramdlr; dnl ii •hill IIDI tM 11q111Nd IO lib IDY adian DI' IO mlb '117 apcndilma lllllm lademnilW IO hi NtbfdDI!. Df .. ca. or nxh ~ unreu ftirabh.l wllfl Iba flmdl lll=Df. <e> nu il 1bll ba end1lcd 10 dll .trl:t or c:ouasc1 or III ll1ffllmJ w hl6aiullly or n:imbunancU ra, an lllanll)'1 r .. 1ni:mrec1"' .._ or ... 1c. hlnlmller. (I) nu ft 111111 1111 Jllll*Ud 1n ,., 1J1DD IZl7" DOlke. ,.. c:mmt. cat1nw.. ~ .mikrlr. 1ctJa. tdqnm at Dlha" plpa" Of dacammt bdlffld 10 ba Pl=-ml -,.ct, IDd ID flna km 1Jpd II" Ras by Ibo popa' pa,aa w pmom. n. 'l'illaM daaU DDl Ila bomd ID tap:1ze 1111 p,ND., 11'olderof a, bond or llo ab 1117 IClbl ll 1111 ma-i milc:ll lsb !xlftll ab.tr bt dlp»Ial wilb 1111 TrllllN II" mbmllal ,. lmpalaa. (s) 1bd ll llllll IIDII t. 116 k llO' o:dDa a:tm by fl hi pad r.ldi 11111 ~ by II ID bl ..rlldn !hi~ ar p:iwer confaral by lh&I h!mCarl or bt n:ap=tildl r. tM ~ or im:, ONUl&ht or enm at Jddlasml ~ IClalf In pd fc&k, 'lb Trmsoll wlJ DDl lJo D.tb: for ~ Dc:I ar 1IQ1lCli ot Ill)' PfflOII cmpJarcd or ICloctld by II wil7I nuomb!a Are. m tor ar, 11m. anlal ac:mr1as dnqlt Ill 01111 wDll'tal •rmh. (II) 11111 ltllUIJ ~ CIWlllliif hold bot* wilfl 1111 111111d&flll llhkl\ ft woa1' ha YI ii' II ft':rD 11111 Tnallll. (I) 11w ll lllW\.tl 1111 iapmnirut, !DI' Iba appUcadon or ml11pplk11lllll by 111W or Iha pn,ccab Imm Iba 11111 ot'O. bmdli. §'51)gr, J Csmrzraudpp. o'tsndM l,llll!r IIJNI fnwalima llo limt DG*m..s. lDJIIY ID lhlTna&a, ISIIGlllb1I comp=t1t1an ror ill lCft!cel. 1o Jml1lana Ila 1'nwl for all III RUDllabJs CIJlllldillm. 11111 ID lndemnl'1 IIIII m• 1111 Tnutme lllrlllla• •"1nal llf1 1111i11111,a whkb b 11111 IDcar m ia UCmM nl patmn1111m ol ll powm ml dlilkl lleminda-. To MlfllJ IVCh ~ rdmbunaulR or apcm1:1 w camptllllllml. , piDr Um ~ 1o 111a ~ u111ie baN!iDldcu llibadif 1mpnti:111pm1 dao llUICAl!f. m r_.orlhl Toni-. n. cwaerot ai=h ad nay IIDnd lasued heralnda', by accepdq IIICh !a.\ lbtm7 rm,p1zal .... UKQlr. lO IUCh lltrt. amino 4 Bmtmlfm Arlanmals'Trm Trw 111Yn=lan1:1a,tbnab)' pi.,wz1nm notkldlaeol• 11111 J&Sllff 11:1111 lloo:Dddm -. &. IUll lblny 00) a,. P»f ID 111D dJ'IAha b or -z. rtdp,daa.. tr o. Tlmlte ral,m. dltl or bDDDaa' -»a" ID • m. • hccallcll' Tnidm aill llrl lppDbmd by an lnllnVllcm lll ffllml llpod by dwl lffCIIWII body of dzt llncr, Tb raf&alq 'IM1Do Is cbUplld. ID udp hi bndk'la! lntaat llllda' lht r... '9 111J S-Tnlllla. llldl SGaDOI' 'rkm1rll diaD plDCiQd ID ID djb -' FOwm all:hl fll'lpid 'ln,IDI nuned lltnh fn Iba lfflll lhll p,cnsiDa bid:,'-aa1 tpp:b •S-1n,a arcamot qr.. on !ht qipamtrMIII ara!~Trm-. Ill= -, mcm11er or die pffll1fna r.ty -, mab tppllcul'cm ID an, caun at compcllffll ~ In Iha palitka! ~Ian llldlllmln w1dcb Iba Jln:mlD an foelZed 10 lpml aSIICl,Ullltna-. 7 i . \ ,. • \ ., ' I .. in connection wilh the same .. \ .. , . ~ ,:j ' ,, '1 i l/') .... I N I r- i N co i 0 "'' ··i a- i .j 'J 'lb. Tnlskll may bD n:mll'lml II mr dm9 b:, ea. of Iba llaldlni ar • ~ In plndpd IIIIOIIIII of Iba ..ta -=-I hmbJWl c.lhmOllll~ n.baldm or1nup;ry En pfndpaJ 1111011111otlha bondl ICll9lllercbJ ai.a- lbm oulltllldi:ns ffll)' ldc:ct D ~TflllUL U • &la:aiw~ hu IIOt lllillll lllfflld ~ lhlRJ (30) da)'I of wrlUtD IIDtk:D at !bl ffmllYII ot talpadoa. o1111a Tnna. e. ram, u • 1a dtfdl bl::lmndcr, wn lfPDllll • ~ 111d lmllldltdy ,mi wdllm DDUco llmof la ID llllndbaldm. Ill 1111 flmt lfl.o 1Dw r.u.. nlma • la &pali&Dd flam lppDlmlq • llll:Cll:IIOr Tnulm. 11117 bDrdhaJdcr au, lfPb' ID lb ,;popridl ClllDl 1111111 piUllaJ rabdhlalon and di.Iii when 1M ..._ 111oca,a1ror 1M Dllllfq Gia s-nm,.. NfJSccrcaarTIIISIN appolnlD4 In all mamer an llnmoi!llldy whbau Jlldhsr Dd ar anm:yace, m:caed la IDd liecame 'ffHcd wt6 Ill 0. n111e1, !rmf,, me11, rlpu, JJ01Wffl and dada "'lhl 'ftudClt • --pas. ii lbdl hffl -appointed. AR'ltl.1.B. He 1 Brlbe'dm Om1mt 8snim4 SDl,JKI 1a lhl tam1 GIii pmdanl DI' 11111 Sccdmi, JDWtn of II lraa& 66 7J.1S In pindpll llllO:IIII of 1h11 baa DlllllllldiiW llbll lmt Iha riabf: ID ClOlllall ID 1111 caCII.Ullon by l1lo Isner cd Iha TniacllCI Dfud ~ ladamm hmm a lhaU llll domal necaaay by 1km, ff1f tu pap119 afnaodlr,lna or IIIIGIUq IQ ll:l'ffll 11' pnr,lllma In du lnd:cnlin. • ia ar.y apptamaral bdmtin .-In Ibo Imm; JID'l'IIW IUI 11D nch dlcip du!!. wkhalll ._ ca11a11 or Illa IIDldcr of mo-boo411Tecud dlanbr, C•J cuad 11D llllllld)' af Adi. bood, .--I!. m or bderal. or Olhn,lM fflllllO Ill• 11m11 or pll)ftDI or prindpd ur lalera1o or Impair 1bl rlalll cf• bmid1IDWl:r • la&irm. sal1 n:,, Ills ~ of JIIYIIICIII or pinc:lpal or inll:saleaor etlhe~ilusdm~or ~ GCknJtM Ihm pamhloil Im-. pamll lbt malan or...,. naa hhklq pior 1111 or aa • prhJ Wh 11111 llcn 11;1f lhll lndcnbn wldampca ID ar,eflllltrllllai.ze; or Cc) ledta lht~nqabed bylhe pmridvm aflhb SOCl'lon torlllalltfnsal'ay nan arllfcr dab SCldhm. If da 1111111' lhlll nqaal dll 'ftac. ID -.c, 1nm I n,p!aaa&IJ fl*-pmmm ID 1h11 NCllml,, 1llo 'T,mrq, a'l!l!II ii INllffll ~ tu IIIA*ftlenul, bllcaun lhlll Clllll1lla pa,b!oa:a •Jdd& lffact dpb of 111a TrmzCI ID trflkll II It ~ ID '*'11, lbD .a 1M api!IIII of Iba J-. CIIIII •liu of 111a ppollld ICIIC1ltion of ,Ilda npplaitel'IIII fndaRm CO Ila lllllled ID DI bandllctldcr'I o: bandhoWa'I llllml u II qpur, 1111 1111 bold fflliby, 'Wllcolfa 111r11 lmtl wlllllD lb.mondll ha lbldelcflhlmlilina oftllldl nadDo Illa laarr ArD4dhuta 1119 Traallt am htswmcal w lnllNlllalD mc1llld by lloWCII DI II lean 661/ll, tn princ(plJ mollftl of 11a1 lcdl Ihm armadfaa amsadq 1D die ~ cf lhl pllpDICd modf'icttl«!, IP 1'nsu m17 WCU11 said 111pF1emaual bkalm, la nt,allDIIIDy dio fazm. of lbl copy llllniol' 111 1!11 wlth 1118 1niact. nlMCI U&bJlfty IO Ill)' lmdba1dm, whafla' Ol 111111 illda tmlboHes{1) shaJl Jana «aadDd lhmld. Wllmlffr Iha CDmallefbanhlilin b nqaln4 r..,,pop,IIICI chqt, IDOdlliallDn. lddJ!bt. l!imiallio11 or lllbardlllldall ofllll'l'nlll fadmln orahawlsl. lllo 1'nlllla mar amo •CIC'l'fol 1/11 -• bl auiw 1a 1111 owm ar Udl OlltlZln4lq tad II dll ..W.0 lllawrl • 1111 baod Npla' 111dzu!Ded 1'J' 1h11 Rqlmr. Tho 1"rlllier WU b, aatftled IO aaa 1111 raDm et m, llaidloldlt 10 ""'1 tddl&a lblslJ CJD) ..,_ lftlr nalJJq ,r illOdcll or w 1111111 u a caNC111 w nji,cdaQ. a bllcla.l 111 11111 DDllc:e. of It. papaaed udoa lpldflld bl Ibo DOUc& 1111 Tnwao aJuJJ. ID lbt • Jud&a or Iba Yalldily 11111 n,ablllJ el al ...-, 15W IDier lhll mhll. 1111d 11111 raqDlrt mlmco 1Gll111C10Q ID II 11m' dm tfpr of suda ClDlllld b lawMly adldcd JO UIICllla lb• -. Nf1 n;alnd ICIIDn or cammt of llandllaldm llllJ lllo bo ollllfnDdfrarn a flloefdli liood1toldmpreat• npraaml.,pvqa • mec11aJ lldlalt,y lhaTnulU up llllny(!O) .................. Sm!ea?Pnn:Cn'dc; Or nHru Rr:H lncddldUII• .U odlerPftblaalotdillAnldt.,,_Cldalmd by raahrdaa of 1111 Pmdaa body el lbt Ja-,. 1119 llruer ml '1111 Tna• wlllloul aay mdm 11D ar IICdoo on 1111 pm of u.. baidtdkn. ...,. min' Ima • nindcmenlll lncknblll • 1111 • lhlD bl damed DICCIUIJ, tat ay ar a. fatsawlnJ --- (II) 1o &dd tddhlaialJ GIMDlllll co dlll ccnamnll or lhl hmer tor lho poler:1lc,n or Ibo kmdhDldcn aid ar thll Pnmfm; (aJ so Mt tcmh lbl IIIIOlllda. tmamlaatlont. lfflau1 nio. radanpilall pica. IIWlltflla. 11111 oda PIITlculm or lhl tiondl cl my~1Kda.or, roximatc eneral location ofthc ,··· ~" . . :/ \ ., J I :!; .. ::.:: · ... ' : , ··.:; . . ..:.:_.;::·: ! I i ::; ,.; t{ ·;; I ·, (d) far cr,odierpmp:,• D::lllaca:afaltrll wllh lbl imna of ddtfndamn. llld wtilch wll 1111 btip!r Ibo aecmtl)' or Iba n:ne. or ror 1h11 parpou of C11rfna 1n7 amblpl!J or or =Ila. l!Dffoc:dq, lnSbpRllas • IIIJ'illemcnllfll: Ill)' def's:fwt Gr lac:cinlblall pmblon c,olllaincll hatiia GI la ltlf lllJIF&ancnlal hknmrt. ARTICLII D Up,n 111a wd11al'llpedofllllhner, pnun 1aa rllGhllbl orlhl 1onnlaa tDfJ. a. n....-, hm 11m1, ID limlJO ... ctdls r,.-, tbDIIIQblla ~ IUIN framO.Ua bnor1117 oflbl PnmlNi.CIO'lfflll licreby, w!llft la 111~ ._. apanlbl Olftlfiull DfDN dltlnkntlid.-ccnsll!eclodbf 11m ~ rm lhopaipa ef ~ Iha qgadua,, Clllicr pnpcy vltqaa! "1N b saktllllfld dlaermG Ind~ 1o .. u. baeol, • dlll mm•..._ wn ao1 lll';Jllr dis ..u,, or 11111:icmcDDtdm. m cllda b applkahll ID I ui.·ar h·andtmrlalosl or pmt at Illa pemllc:I, &aballlllllall 11 ... b=la IDcluda lhs m4!q: of cdlldond DIJll(lftlllall upon "' pranhta mnuilna •ldd& IN lllt,Jccl. ID lldl '1illmlln. 1'bl poc.dl from a Ille Dr S iilllu.. of plll of 1111 pranhe, 1111J bl 1IMd ID P"PIJ OllbUZlc!ma 1mfl III ea:mdmo wldl AnklD xv of !Ml r.raan. AIITICLII m l!li!'m 1 &Wsfcm9' ,.. 'nll lallllt' wD .... Ilia tf.aht to b1u1 IIMdoul boadl to bl llmCd badly pnmde4 b I,• In dcCllllli nla IQ PD"flloa al ddl Jndmn. Sa:11 lddidlaal lalllt wll Ill bnat ,.._.. ID I _ .. _., ... _..., .... ._ ___ ...... ____ _ ID •llll'flmml:1111 dill 1\latlDclmmrl. Aa aaitlllal lllpfefO.S~bdaalare tlpcd bJ' dll luDcr mllfil ~ wlml ...W IA dim doad tm:dt ol 1111 paUlbl n2ldlridca IDd.aa wllao dll P,mdla ii lacaled, wJJ NIN a a lDldlDclllo:a of 11m lrdmlait. hdl Dl4ldcll1d lma41 IIIID 1111 of «flll Mllldlna ml pdlmlJ wl* lhl odp1 1a1ea CIC bor* MCIIRllll laq (t) If proceedl lrD med ID campl:,ra 11111 paojecl 1111:niD dm:riW bdDdlaJ flnmdq czt Cw Ill, dldDlld ...... (b) lflll pDCClllb hm ..... cf ndl d!dcml bcadl Cdllrda!Dctbia lirabd oamilalou 111111 ClpCDICI ofllda ml lam) Ill OIJIClbl ID 111D funhcr ~-ll!l tll::i ~ Clllll'.,.S In 11111 Jmlmlan. ffldlor Cc>• ni1ro1ioa o1111so,1pia1 m11111C11111111nn1ir, ... .., a12-aa1o arcqu1-... n~cu mam11:,. 11 mlllr ~ mMlr (IOID lilCIJlfn addldaml paplJ 11111 lllcalD lllbjDcl IO 1111 Um or 1111 r--. Ddlar (o) ID ,dl:a.aa hllblaflm:D vlllda "-pbll:y ""' "' 1mded lndlbldoca ClllliDlbc,d ., *' -or dais Trull Wearan -... ---... .,d>b_ kSJm2, lludJafHcl 1 ~lllmolbl:,dsm1padpNlrmotfl1mlwllhlbllllllldl belaa IIJllod mil,:r du I..-. lhlD Ill pamla:14. mhjl,:t ID 11111 fDUon, llmllldam ml cmBdcl!II: (a) 1111 ... pfadpd anaaas ar bclDdl ar lhll a:dot. 1nm1111a IDCMd mr.aat. eqaw 'frida lb IIOlllb or IUlmpad. ... Gllllrllldlff,:orpopi,od ID Ill bmed, w111* mNd b lfll IIPIIII ~'f9pnzar.(75S,)ollb rmona1i11 "" or a. W. llulklql. ..s. equ1pncn1 oniai1 ..s opam11 1,y u &n. 11111 lmhlkd 1n lhl nm ar .i. __ ....... _., .. _ ................. ..._ ...... (b) ~ 111&11 ladcil:lcmixa oflbl &mer. mludlma llllldllldzlm on pa-,a IJul fldldllla-. _, papllMld ar mlil&qllC!lt. --111d DIii a:tald llim (4) 11:nm lllt IIDtil J'8II lnc:olna DI Iba lmar dlzdaa 61 palllll of' C11111 )U ~paca!laa lltl lUIII' r.... a.a lnccal daiD. 1m1 h!INII bom:rlNld ftilllb• ftallk IKllltCd hm 1111 or CO' Ulltl, (c) 'l!rl IJepmlaa: ...-iot121e .,, luDa aWd • 11D Cl:IIRQI AJllllll(I) ';.' ~-tndltadnm wD 111f111 GI' ........ oe.t, •• llltll ddic. 5 i 1 Omrmtr'D 2 Hmtfmllndnd '11DC111111C111otcbtbar.aloJilmcrTmcm1111DCreqll!ndforllll IA-, IO iam atditlcal laia af lmfl p1IYidcd ... p,fakN of tJa!t lr1fds .. llld. AIITICLJ: XDJ Uakm aid 1lltlJ a d6all: IIIJI. b1nt ocmred • knlnlllclM pr..rdl4, 1b1 Jam,, hi A111C1a1n end ad&U, dllD tJ. pamlUed ID ,ouaa. mslntlln ml lDJD7 lb:I ,-.Jm and IO ..... lib 11111 a Ill ........... puBtl lhclllllt ""'""""'-·""""-.. °"-'" .... -"""""'""alldl"'--- • ·.·.,~ .. ' ., ' ' ' , .. in connection with the same ..... ., ,,; ARTICLE XIV Nolhlnl balin CIIIIIIIIDed ad net 1rlllllCdml n:lalcd hero lhlJI Ill camll'lllid m IO opmta a to nqub b IIIIID' ID pay tnlmit IL I mllpu%er llmt lf l:awfbl. U mJdaiset QI' pimabmllcnba~ opera 111' -1f ~ openll ID bwllldlll 111b llldeamn. 11m adl cJaua 11Z11 po,blont oa1J wJI bl WI rm Ul&M, u thoqlt tlOl llaeln cosudnrid, 1111111h11 ttlllllndlr oflhll ...._ lhlll ffllllln opaat,a cd II Ml Carm and dl'ea. ARfla.lCXV lts&km I Bid\! m Pam, n.. 11111a btnbJ fflEn'a lt.o d&b1 1114 pdtillp ar ndeanJna ar or Iha NYml IDncll brDld __. prior 10 lb dllDd mmrflJ da:I dlenof llf paylna: CO 1111 ~ of sadll boad(I) 61 prfzidpll ..wlbatofpllll lCClllld lmln:IL Saclandan~bn•cr, m., aci;a only 11111 lalllnml lalerat s-,mawb • ~ .... COlllp,lman da:e. TIii TNr.c. ml Iha cnma(IJ of ndi kiad(,) lhaD .. pen -rlt:m nadcie r,f llllda ndcaqldoft mllkd • Ilia -.(a) .vr.. a b ,ppcm • Ibo t..ad rqimJ IIOl lae IIJUI 6bty C30) t!lyl plor ID IDdl --olmm_,..,.,...,.m,lr._.,.. __ "'1""'(,)"""'"'- bl eccadGlcll krnllll mll 111tykld lnlaat rhnrl 11111 titer 1hl dda bed for ~ 5 I ? Dnmft WW, Pm, Aum 'l1il hluer wlD 119 • PM /I.pal Wn 1111 dall fwd t, a. hlUCI' toa, mdl ~ 1111111 llldlk:lat. to pq 1111 baadl b1fns alJzd fw P1Jmm1 md di &eaaed lmaal aid odlCf dlqa. U ar,. '11111-,llt.l AalCI II apnalJ llllboiwd ID M' 11D --.. Alllll lbr pqmllll l,y mtiq pQ'lllml Iliad. ~1!111111111 lalawl. nl afdlO l'ardl dlpolhal wbll bl'Dr did papa Up 1111 ~ oflmdt • Pqina A.- 1111110..-.ipdilll lhmat gl!,llmttwftlll aiaW. ' /ls1km \ lfn Jrums tDrz: 7 5 1 PPlh MID 1111 bmd• lmfl llfllcb 111N lleat alW tor plplJ'ml. II CIL'CGldmct wldl lllo fanpfq porbkm u1d& a!arill 11DC Ill psamlld l:D dll Pa;rlq Apt far ppml OIi or W.. lb clmlbldlba'all:n ID lblpaalWDDlkai, 11,:i Plola&A&eritdilllrmbl lldtllxlllll ...... t«:OIIII lllllllellVII IDIIII ........ -.......... -""'""" ...... 11u.m.,... .... _ ..... _ ........... l2l!n:ID III lcwll Ila m.11111 m bddat daeaf. ml 1111 lltlftll wDI bl Nl!lll 1111::rad:mr• nda bcmll llJ Ibo llllllr Ill' "7ila Apa&. Payirl& ,\palallJII)' ID ru-1111 mC1111111 lit lbl lllllllndelnpdllll C&'COIIIII ftllllhma IWa ,-a afta, ............ "" __ 8rSkzn 4 6th:nc1 nf Slntins Pvnd ,,,.,,.,. After T D Sllawd 1111 llrm """' pen of di, OlltlllrllD& bDildl or flll ...._ 11m **Ila w Mmm!l l!IIPlnd pmmmi • Adkla m -, !Iii adJalld 11111...w 11ua1 upm dll llaadl: whldlflllllm-....,. Wfm $ M'rnnmm2' 6mms d'PFmaJL S!mulll i:ii law 111po111 Imm ra, !ht~ ofClllbdmd!q bcadll wNd& .. lllthmll1y dlillrmlmll ID lo 1111 UCtU of lho flmda Kfllllly flllllbl ID bo dlpmiwd ID dfllCI. ul4 pnpaymelll, 1111 Paylq Alma 111111 lamedllllly taail Adi GIICII pQllllal ID dll lllla CII' ID ndl olllcr p:aDnl ot Omit CD alam l!tl laaa II aW,aal 111111 rup,a a..,. DauW dD knllr *Joal1 ha& lm 111d sn,a,mcal •hkll m lnmf8dml 1C1 accim,8* umo. tam wlll lmmedllll1J' n:mll 10 Pqlaa AFff md!. &6:lidaml l\latl a 1UJ t. requlnd Ill compl:IIII IJII pllplJIMd. -lf ... mkrplymtal .. bl nnl1 cf Jdlm tit r.m, • plPl1IDIIII caJca1lllcm CffllNCllllfJ' llnbW 111111 "'I IOlftil, 1111 di, eftlll D 11.oa ._ DD1 1111kr ad& clraamtmca pamJIJy ranll lDC:b addltloOII fmldl. t.t. Payq: Aaad m, Clfdt:r. 11111 Dplbt.1111p plJlllflll m 11111*11!1 al ...... ~ bffll lllll ..,, bcm pul. • "1ma' ,... .., ........ atdblacd l'llldl .. .m prmb 111d boedl • .., paid. la wlllcta fflll 1-.-111JlftlllPllynlmlml P,ylna Apnl apo1dan1Jd ml Pa,lq Ap:111 aidlorTnaMlblllklti • Om qllnll w ,,_...rmlllmt•mnlb,._aotm,oftmftnll ltml ._... wlllllatanlt 11 ... ..-rm oflnlaed pgri:WIDlhllon& lndballlmhm lhldluiotq lUl:b llh-. Jssigp " Rdns p( 'nn1ennrm 'lmaDt ll lldal&ld ID IIWUII I --al ddl lrwk=ra ln ---of camplcta ll"f,ymail of .U boDlli bllaed panisml llJ dill Waitan. Dr .. jqlodl whJI fll Pl)'lq Aamt al' 1be 111111 aJlcd lat bmbl. DO~ dit (Id th11 mw lloalholda{I) 11111 lt.lvt Idled ID lftlCd l:illfld(1) rur Jll'IPl)ffltl\L SlJdl rdcue .m .. p.,.t bJ ot 1:11 tdiaU'ofdN &Illa mi wbnbd • dll 'ftr.drll lotalmllcirl. 10 roximatc ncral location oflhc \ ... , • I I ·j l i . i I ~i ~· ., ):· 'i ' I = ARnCLBXVJ lhs!rm J trmm MtY He¥ Bnnde n. Tnlllle or -, Cllba' qml cf da 1bmt °' Jaar, In ill iD&ridllll a, IIIJ other apacllJ,m17__.. lho nmr•...,,.ofknb Di-, odiawl dal trl!k 11111 TlmfN flt r.i. whh dte .-dgtdr, It wouJdl ball Irk WffllllOIITllllllll«ISllollll:rtpm. lc:Skm 2 Mllm HsH In 'DmL ....,. lllld lJJ lbl PfPII Apal In 1rm hlnllm di 11111 bl lql'lpsad. hD odlll' ftmdamqt ID Iha Ollallnqalnd by In. 'Iba l'aylaJ/.lfdlblD '-.... na Ulhl!l11tapq lzitallln 111J C1101107 radnd b7 J:1hnamkr111cq1uolbnlu 1,-1 wllh dllhmlr. MilldDnlu,, Pqlna A&a1wll blnliendfram fill:la lml ad ICCndlq lom,oomt oldllapsllD nchtml'llo ll'Fl,lgp \ 0zta::r 'Iba agidau IO Anlda; ad !dam 1tcnof am for ~ oa.1:y ml wJI 11111 be .......... _ .. _,, .. _ H 4 S mdbldm Whaincrlnltdt&dmhnm,ofa.p!Dllalmllllll!IIDdarnfl:rffld-.b mil .. dom..s ID bichdl., -11d m!pa ol l'IICh pq,, mf ID Cfflllllltl. pam£aa ..ii qn111111111a la IMa ladallln COllllltlld by • • behlll aflhl llsart • 1J •• lmlll of 1111 ,..._ daD lriml 11111 l=a Y baldilofdidr rupcic:tfflllDCCIIIIIIIS ml ISl!pa. ~IOapm,d tfl DOL ! I 1 C n 11111 Wam11111 Ila liladmmmt,•IIQdldl In -,IIDUII' of ..-pau.111111 an ml emassapm Clllallldmil 61lnnd.•a aadpll, lllaDClllllllmm 11a-111d 11111-__., k!hm a Uesf Bn! PrnmN na 1111 PlfCIIJ l:a:cbfta'detmbod11 Bd&lhU"l· ll:lldllld 1m111 ranar.Ulld ~ 6-,qdc;llanl or ft:nallla JIIIIP==, ,,,,., 6 s 1!411 eddDz CClllllanlll lht -,Jcm Clllbli lplllmll&oflhlpllel ml_..,_,._ ... ~ tlllftllda. IICltCISIID .. eaadklam llllll tlNdl .. Nil Ill ,_ halm. • IN WrrNBSt WDIRIOP, b &ncr .S lhl Timm bv1 CGmd 11111 fndairlNI tt 1111 mcmed.m lWr tdll1f m ollhl:dl!Y nl,-ll!st ......... II ' '. i and Ticor Title assumes no liabili in connection with the same 'I ·. . '\ - .. ' i i ·, ! CIR'lmCATION ACIOIOWLIDCBMBNT ffATB OP WASIIIHOTON' COIINTY or SING ........... --... .......... .......,..,...._c. ___ ., Bldsl al StlplCII L Uffllt. Scr:rmaJ, o1 HIGHLANDS COMMUNITY CIIUIClf. Rmi=. WutiJqloa. • a:,spandaQ, --·-11111111 dll,.._ ,..._ ama •MliXdW ... ,...... ....--. ICIII .cda:c.w,.at ID 111• Ma.,, malldfD uma bdll~ md ClillllldaldaD lbmm apralllll. la lb QFdly dam ICllld 111111 a ~ al ml dcelolaldCDIJXlblllm, 12 of showin the a roximate ' ..... ... ,. : t.• . , I ~.-;, : ! I ··' I -:1 :i ' •.")( i I I I I I i .l I i I ' .• ... a· ~ .. '' i "I ... -·r S: If> ... C\I ~ co g a, ) ... :,·· Thi llnlfml'picd. AMERICAN CR11RCH TRUST COMPANY, HOIIIIOII. Ttlu, hereby IJIC&I IO 11'2'¥1 u Jc&IN• ...S Payin1 A&en& under !bl 1m111 u Kt R:infl in dill Trull lndcnmro. 'Iltl mdmlpcd. RONALD I. GLESSNER. Rauan. WmiaPQ. badly qrea D lelYO u 1'nulel lll'llla-dw cmna a Ml rOM la dill 'IMI Jlldaitm. STATKO, TDAS COUNTY or RARIIS ACKNOWU:DOIMBNT _.,,.. .... , ld'IIII 1n1t d&o mdmlpcd lllllorttJ, cm. tllil dq pfflOMlty tpp1aal 11111 J. lbrchJ, Praldml of AMIIUCAH CBIIBCB TRVBT COMPANY. ~ Taa. a cmpondnl. bowD ID m IO 1111 dLI pmon W1m1 U111 II tuhcd!lcd la. lho ten.PIii lannlnlllt, 1:1111 ~ ID ru Iha b:I alClllld lhl aano r. 1111 PIIIP'SIS 11111 coulderoa dlacfa mqnucd, Ill, lbl ClplC.hy" lfNnla IIIIDd 11111 II die &Cl ml dtcd of NldCCIIJQlllr,o. :lo'II.. ..,., lb,f" ,.,. ~ -- &rAftO~ WABHJNOTON" COlfflY a, KING 81 ff DMBMBll:IIID. Ow m,.2J~ or "";;J;;;.•r JU'J. 119],, bdin ma. a Not117 N&. In 11111 r« 111d ea., ad lull crm1 IONALD I, GUSSNII or WM!dnaton, lo .. ,-man, bawll "' bt • pmoA _... ftlllll lr n!acdW ta a 61ftpina: lnunmal, 11111 tlulJ ed:nowWpl dts WClllknl of 11111 --. tor Ille pulPIIICI ..s ~ lbcrdn upeaed, ml En lhlc,pdlylhmla. -- ) ' '. ·1 _;.I ·._ .. :· ises without actual surv and Ticor Title assumes no liabili ·, i :.~ '.! i ! i I ' I ., I ,·! .J .. , ' :-. --"·. . . .. , ... ,, ...... , . .'···-~-~ .. - IIXlllllll"'C"l ,.,;•l, . ; ~ ) BXHJBl?S .... _ ..... _ ..,.._,_ -- This sketch is for the u e ofshow · the a roximate neral location of the I,:-!· ... . ' .· I I " j• .... ~ . ":. .. . , ti\-::\: -t.:=':,}~·· _..:}r·:": i · • .... ·.\'· ... , .. ' .. ; i l I .1 ....... ..... ks&m I klr& 1ba llaDdl w,, lllmd mm dib TnllS Weam:o n In ea IUftllll miun& or SltQ,.ODO.tlil. mdllld Omb=r" 1. !ffl. al-dalpaa,d II Sena 19'l•L Tl-.mla m Fall Mmtppbmcb. mo.om.oo ot 1111111a aa m 11mp11 m1a111 rona. '1'1111 baiidl 111a ..a waaa -. " as aai1 tsom '-TS'i COIIJi pr Glllllllli, ml auh lailUy tram mt,2111 (.S) ,ar ID lip: (I) J1111 a 111010 MIi daaDICd In DHlBIT "C'" or au ~ 1mcn:.c a. paJl1llt bf did l\w. 1111 Pqlna Aallll _. ApD 1 11111 OdaM l llldl die lboad nmmra. '1'11:3 rtro 1111111111:1 of Iba band II paid IIPlll pmclldaa ar Iba band &a !bl Papia Agml • mam,, S2SO.OOD,,GD at Iha 11111m en ht. campDUDd IDum& lonu. 'l1ui lmdt ltar ns,fDa mlaWII Illa frDm II, &a K pu 1111111111. ..t muura ...t.u, hm d&hl ml Olll•h•Jr ll,S) JMII ID fiftra (IS) pm a ff'Kn ftdJJ dacrW 1111 BXIDBll" "'C" of llalil......., lmaal II~ KIIIIIIIIIIIIIIJ adl Apdl l ml Occabcr 11111.dl Iha band mdllllll. Princlpd lllllllllaalaepdd, apmpn::awlanoflllDbmll mlbl Pl)'lna ,\pal •111111111!:,. kskm 2 7be Jupg 'Illa hMr of 1111 bondl W.., bmll--111b T111:n lndenlm II HIGHLANDS COMMUNm CRlJBCII. lmlDa. Wull!nJtmr, I dlllJ cqaiisd ad alaiaa nua-pra,Rt anpmlllim, ape:nllq llllda" tlil laWlel'lbalzdocfWmllqla8. 7 1 J n,,...,,_ TID.,._..mla"lllhl\WI.__.ArO.lladllofdle~bRONALD I. GUISNl:IL .__ Wuhiapn. W11111 111111 Ill !Ml llmllmo fl nra-ID !fit 'nm.. "ft' mcm "la9 D' Im 'lhmll 11 ...... .,.,_..ar.. 111Ctadac:,-S-1ni:lw'. SCSI f pgjgp 6,m AMIRICAH CRUICB nusr COMPANY, Ha1amn. nu, 1, tam11:, mrmt. ...., ...s mllplb!I a die Pa,fna;Apm ro..11111 '*411nt. Dadcl ...S .a; PililJr .. • us 11111 la Arlkla m o1 ... -.. Srden, Pntrm e:nd 1JmDr &tmt AMWCAN CIIURCB TIUff COMPANY, Kawa. Tau Is !mllf"1111111d. ,wrdald d llafjllllld ., 1q111nr • n.r. Apn1 rm 11i11 11111d 1u1111. Dada 11111 mp:111iOOJ11a 1111 UIIIOlllfllAadrlfloflfllt~ Sd ', Pemoe pl V!ogf Pomde PftlCm hill doNJsof,-1.ffl.lbaim d btlllld•CDIIIIIICI• Cb6l£ao cdssdDa 1'11:,a IIJ da CIIIICII ficlDdel ml pllddll for paddil& ID IIIDllikl: Iba CDffllll (sWda. tD padme ~ ml iipplllll al ID mid Daadq: 111m of Illa pniJac:I. NJ7 flm4I talllJaina lfta plJIIIOnl of lhlM mall wQI bl pld 1111 to.. This sketch is for the ofshow. lhe .\ .. .. : ·, .... ·'.·,,.-, ...... ' ;.1 "j ! ,I .~~ ' ...... .. . , EIIDBrr "'B" I 'PM Qf'Y!IPPJtf: PMCIL Ar Bl.OCX 32, CDRRIC'RD l'Uf OP ilD1'ml HIOHLRm>.9 RO. 2, ACCOltDlUQ 'IO flll PLe 'l'BBREOF, BICQJIDID ZN vor.mm 57 01' Pr.M'S, PMZ(S) 92 'fO 98, m k:tS cotnlft, WASHINO'J'OH. :CCE'fflBR mm nan Jml1'I01fS OP JBPFBBSOR AVBR'UZ ROJffllDS'1' NJJD?Hma, &!I 9M!A1'ZD mmza CIT! a, DHm2f m:nwrcz mnm:u 3052 MD ans azcmmm llfflDIR DCOJUtma HmmU8 71081GOG14 MD Dl05180477, 8ZSPECrIV2LY, NBZ:CB tl10JI WCUIOll, M'ftCHED ,:o SAID PJU:HIIES ar ORRl!Imr or LU • 'tH!HCI:: soms 02•s2•21• WBS'1' m.QKQ '!RB EAST I.IRR or SAID ar.ocg 33 A DISDHCI OJ' 220.00 ntB'r !rO ml IIGRDBNIT crJIIHBll OF U1r 4 o, C%ff OJ' llBlfflm SIRIR'f fr.AT 1R1MBBA SP-188-78 AS I\IOQJIDBD mlDIR BICORDIHC NUHBBR 7808170831, Nm 'tBE 'l'IUm JIODft' OP DEOJ:NHIH01 THBHCB SOUD 97•07•3111• DS'1' 30.00 1BBT 'tO THI: CSRTBJILlZQI or \fJ\Cl\'ftD JUFDSON A'VI. H.z., 'l't:IIGll RDmB 02•12•22,• IAft AUJHG SAID CBHt'BllLDDI JO.OD RB'l'J '!HDCB tlomH 97•07•39• HIB'l' .30.oo Bff l'O DB U.S'l LID OJ' SAID BtDCl 331 'UIENCI :IOU'lll ·02•s2·21~ 111H' E01m SMD BM'l' LtSB 30.00 lift 'fO !l'JIB f0I8T or BEOINHI&m. {ll.80 JCROHR AS PAP.CIL ~ Cffl a, RBRTOH T.0'1' Lirm AD.1US!IIIH'1' lltlH8D. l.tn\-!12-144, R&CORIIBD DJfDD. BICORDlHO HDIIBD 92122290Dt,) L0'1" •, mn a, mmm aam n.n RDHBa a-1aa':'1a, UCOJIUD mmn uc:mu,DG tnnmBa '180817083&, DUD a POMIOlt OP BLOCK 33, commcnmr ILA'f OJ' IIN'S'm HIORU.NOS KD. 2, ACCDIDDIO 'l'O 'rllB PLU THIUOP, AEC:mUIID XII var.mm 5'1 a, PLM'S, PAGB(&I 92 f() 98! %R Jang COIJH'ff1 WASIURG'l'OJIJ 'IOGZTlmll Wl'l'H 1'lm'J i'OR'rIOH OP JBrrBRBOH 1.VllflJB fflm.tlDIAH IDJODIKO AS VACP.TBD UNDBR. C1ft OF JIIHmH ORDIIAlfCZ IIO. 354& IIZCORDSD UHIIBR JIZCOJUIJ:RO ffllHBBR Bl05180417. ENCUMBRANCES Thi lbow11 pn,pi:r17 Is nlljrd ID ascnunu. rf&ldt o1 wq, ratrlc1lon,Je&sa. a,lmlllll,, cvndllllllll, naan&Jvm. -' •ha 11no affedlna 1111 JIIIP:d)', etldaad bJ 1narrmnm11 llfiown or nant. n 11'1• Of1'1Cf or w CoW11J an of Kina CoullY, Wuldqtan. e ofshowin the a roximate eml locadon of the .\ ' ; . ,, . ' I .. I in connection with the same ~~· ~1 ) ., i j i I i \._·,.· I ' I i I BIIDBIT "'C"' NA1Ulll!1'SCIIEIJUU! td6ttLUD! C01+',i.ll,lTY CRUPCH, J:!t.lTOfu \IASMtnGf0f4 A NO~·PROflT CORPeRATI~~ hOD,000 Ol., 5 JIU, ~.z, :, 1/U, !. 112:X, 0 114%, 7X, 7 1/4)i, 7 1/2t, :i.:l S lli?U lNTU!ST :10NOS A~D ~l, J 1/4=, d 1/2:, YA tOHPDUNO INTE~EST 30HDS tL!&~ EVE~Y SALE T~~JUG~ THE ~~~G JFF:Ci, P~O~E ••••••••••••••••••• ·.11.uu;un hU t>i:NC:-.IetATI.>h INTEAEST Cff!CiC ;h),,.D Sf'il?AL NUflll!ERS I j\ ' • ./·· 1n u•-,n-9 ... :.1,00j.ao ,.J.o~ , .. 2 .. 3-1.-s-a-1-.:1-,-10-11-12-13 .. 14-15-u .-~::. ;.~ •i?,CSO,CO :i500,00 ,o.OJ :r:~::~;:~:=:~::f·Z 3 ·21t /·-~·!/~ ·: g mo.uu to.oo l1 •• •• •••••• ······----·-····· _:_; __ ·-.. ·_,,~_.·.·.·.·_:_,-,.· . . "'··························-------~----··········· -. . ... ! l.~if; ............................... -............................................................................................................................ t·\-t~ ---s:~us .. '!93'"-' ______ ..,._ u7,25C.OO ...... 5 .. 3/u ........ SI1iPLE -~"'!RE~T 80/iDi ____ .............. --, ~Af~ ~~i(~; i1~TbUTY lNTJ:RUT ilOND S!R?AL ,~ DATE Di!.t.0141".UIQH CHECK NU/1\bl!:RS ~3:i-Jf"'. 11.1-01-9" 11,000.ou t~J. n '32 .. H .. 34-3:l-36·37-JB-39•40-41-42-43-u i1t· 1~7,2:,0.00 4S•l\6•47•4o•r.9-50-51-5Z•S3•54•55 ?:,-;.!J:~. t5'.>0.00 114,3d 56•H•5a•·59-6~ ... ~' ;zu.oa;. n.u 61--ci.e·6l . ----............ ·--------------. ----------------............................................................ .. ........ . SERl~S H93-l Ud,il00.\10 Sz;.JPL.! l!ITERUT ~OMOS 'ATLUTl' I"IT~~l::ST 60ND $UUL ff,i\;. DATL o:NOi,U.M,Tl~t. CHL(K Nuqaus 1n: :1"~·:;1 .. .;_; tZ.i,\l"J.O~ ,,,nco.o;, H~0.00 •Z50.0iJ no.uo ;~-,s-oo-o7•o8-&9-?C•71•72-73•7•-75•76 77•7!•79•d0•/1•,Z•43•84•95•16•87•88 av-,u-v, .. 9z .. y3 94·95 ................................................................................................................................................................ eral location of the ' i ' i :/ :,i i I ! ~1 '!1 i I i i ') ;~ - ----------------------------------------------------------------------------------u~,no.oc b 1/U 1~·01·1~ i1,0QO.J0 .i2::,7SJ.OO ~;oo.o.:J 12Hr.OO ~J1 • 2:. 1o•Y7•Q3•H•1iJ0•101•10l'"1 Ol•1C4 .. 11J5•1J6 107-108•109·110•111-112•11l-114-115•116 117•11B•11~•120 .U; • .)!; 1 Z1 -1Z?-1 H-124•1ZS•120 11.s1 1a1-1za-,z9 ---------------------------------------------------------------------------------- SE:UES 199l·I JJ::;,.:wo.uo o 11n H14PLE Il'1ERl:.ST BONDS ---------------------------------------------------------------------------------- ~uuun 'lUE D!~IO,.!NA'il(,)fll lNT:!ol:.51 CHECit aoND S!lllAL NU'<l!!EU \ " ., ' · I ·.·~ 'ti;.Arl N ~ 1h Jt.•01-~6 l1,00ll.OJ SlZ.50 13:)·131•132-133-134•135•136•137•138·139 ,)1· ·k\i ~30,li'JU.OI.I 140•141•142•143•14••145•1U·h7·10•149 ~. a, 150•151•1'2·153•154•155 g i500.0ll f16.2S 156•1!17•154-159•1611•161•102 ,. ·.· O' ____________ : ________ :::~~~: ______ ~:~~~--~:~~~~~------------······----------------· fi}~t~ StRU:S lH!l•l UZ,5:>0,0W 6 3/4% SlNPLE IHT!Jt!ST )l)JIDS .. :~\~H .................... --..... -. ---·----...... ---... -. --------.... ------.... -....................... --------------... l~-;~.~~ iilATURITl DATE ~~hO~lNAT;,~ i1 ,ooo.,Jc .SJO.OU ilSO,Oll INT!RUT CK5CIC aONO SE:JUAL NUflB!~S 1o5•1o6·1o7•1o8•169•170•171•17Z•173•174 115-110-111-11a-11•-110-1 a1 -1 s2-1 n-1 a, 1e,-1ao-1a1-1aa-1a9-1•0-191-1i2 193-194-195•19,•197-195•199-200 Z01•Z02 ...... ,.:., ~· / . . ~itrt ,if·l'a,:,,. ftiJl i,. ·------------------------------------------------------------------·---------------~ 'f!.AR ! 112 J4-01-~1 s1,uoo.o~ ~li,J~ 20l•2U4·205·206·l07-2os•209-z10-211-212 >J1, 753, 00 213•214•,15· 210-211•21!•219•220-221-222 2,1-zc.,-u s-u,-221-22,-22 9 ,soo.~~ ,,1.SG 230•?31•i32-23l-2l4•23S•13S•237 >150,0.l IJ, 7~ lH•2l'l-l4~. ·--·-----------------------------------------------~------------------------------· ;· and Ticor Title assumes no liabili in connection with the same -1 ; •i • .. 1 'i i ' ·;, - 'tl,l,TU,\!TY Ir:T,il.!'.r-T .,tMO SEP.l•L J"H J~:'tO)·I~AT HJ~ :~-::Ci< N1!:4c1Ei1:S . ' " 13 ... e,1-H i1,oou.oo S35.0~ 241•24l·Z43-244·24S·2~6-Z47·?4d•Z49-Z50 Ht-2,; i! .. i, 3 ... ,!j4-2 SS-25 6-257-l se-25 9•2 !10 2~1-2o2-iel·i!~4-ZoS•260•2o7-l65 .; i I ! ' iH,CJO.O:i Hl1J.O~ ,Ho.u,:, 117. 5:J 2o :l•C:70-i!71• H 2•27l•2U• 275-276>-277 i.t:. 75 i.7~•t7Y ··-1. ------------------------------------·---------------------------------------------iIMPL! I~TEAEiT au~o-7 1/0 ,1()---------------------------------------------------------------------------------- . ~ ~UU 1HTY I~ITi:IHT .:10HO HU.1.L -~ ~ Yu,1, thiH i>~:~01111uTI1'N tN?CK fHJM~!ilS co • ·,o . C') . "' 1/(. 0-.-01-.;:; :!-]4,Hu.o=i S 11, 0 .. -\11-111 11,IJIJ0.:1.J )lt1,1SJ.1.1J S5Jll.!l0 ilSG.;Ji.1 ::io 1-J•C1""''Y ~1,UJU ••• hJ ftH,~1t..CCt . '!50:J.J(J uso.o::; 137.S~ 3o!·3~4-Jo5·3~6-367•l66-369•370•371•372 l73•314•l75•37o•371•37B•379-3~0•311·3~2 163• 3 E ,_ 3:15-3c.o-337•33 B-3 &• .. 39D-H1-3'12 393-Joil4 i1~.75 3Y5•J96•3~7-39S-39~•400•401•402 t~.Ja ,01-~04-405 137, 5.J itLl6•407••1H,•1t09•410•411·412-413•414•1t1 5 416-417-41 :!•419-4ZQ•421 •422-4i3•424•42S 4C0•427•4l,•42G•430•4l1•432-433•434•435 1t:U•4J7•43:! S19.7) ~39•4~Y-,41•&4l•443•444•44S-446•447 :.1.3d 4411.:.449 j ·---------------------------------------------------------------------------------· .! iJ ose of showing the: a raJ location of the .. \ ·, ' ' • .. . , i • ·1 ' l . ~. . .\ I: lo\ATU"1ITY. ltil:.Rc-:ST t\O~O SEHo\L DAU. D!:ji)~HIIHI"f-, CH:.CIC M.1X.:;Ei1S .. c .. 1 Fi. ...... J .. -CJ1-•JJ ·-: 1, HU.OU .......... IJ:. S:--450•451 •4SZ-45 l•45~;.45S•45~•4) 7-:>!l•:S 9 .... r :.]~1}UO.~~ 460•4o1•461-:.63•4o4•4o5•4ob•467-46S-4o9 · 470•471•472•47J•474•475~47&·477•47D•47~ £0~•461•48Z-463-4b4 1sou • .JO ~, a. 1s ,ss-•e b-:.s 7•4U•itd'l""'9D-491·492 HSO.OCI '>~. lo H3•4iJ4 · ·; ----------------------------------------------------------------------------------· " • !· SE11HS 1 Hl-I S.H7,7S:::.JJ ;!: !iUIPLE UTEitUT dOtlO:i .-r ;_.t.:. ------·---------------------------------------------------------------------------· -t11 Tl.lit In !11n.ii£ST ilOHO h'1Ut. YC.U ;>ATiE i>itt:O"lit.AT:CN CHECIC Mlfo1Sr.RS tl-ll1•UJ .. .:..:.,71.J .aa s .. ~. Q,J 05•1t9o•497•49!•4'i9•50D•S:n '"502•SD3•S01i1 ):·-.:{ iii:H:::iEt!::H:=::g:;~~=:~:=;~:=~1: 1.f_;,;:_·-.\.'.:._i:·.;.!i_~: . UOil.JIJ :t2U.OO S.!O•Sl1-:_~32•5J3•534•5J5•5U•537-53d•539 . l11~(h).O':: ,:so .... u s10.oc j4Q•541•542 (•_:;~_;'.rt1~ .. ;. ........... .. .. ---. ~r-\f,,~, 1 ,n o .... v1-,1 111..:;iJo.ua uo.oc ,u-su-so-,o-s41-su-s,..,..,so-,s1-ss2 iJ¥1~i. l4!, 71Q ,,;Q S5l•'54-5ll-S56-557-558-559-l60-lo1•S6, :~,,J,,i\~ )c.3•564•565•506•567•56S•569•S70•S71•S7Z ::-t '"' !1l-574-S75-576-577-57S-579 Ill uao.ac ua.r,o 1so-sa1-su-sas-s31-sss-su-sa1-su-s,o -: s2s~.o·, ,,c,o~ no-s,1-s•2 N.----··---------------------------------------------------------------·----------· 10-01-01 14.1251.).U,J u,ooo.o:> ,s.:,a.~u lol~O.JU of showin the proximate 593•!94•!9S•596•597•j98•599•600•6D1·6~2 6~l-604•605-SD6•607•608•S09-610-611•o1Z o1l-o14-01l-o1o-617-o18-619-620-621-oZ2 6Zl-624-o25-6Z6-6Z7•628-629-630-o31 ~,2-63J-63,•635-6l6•6l7-6Jd•639-6•0 641•61o2"'!'43 ral location of the in connection with the same i "j ; ;~ ; I ..... . '' . l ' 5VO,il00.J1 COl~~Ol.lNP INTEREST i:iO•!DS -----------------------------------------------------------------------------------~ MATCIIITY 'IHUklTY isCif!D SERUL Yf'V i>.-TE. ~1.NO'H!'iATIOr, V'1Lu:: ~U%CP.S ,· e 1u 1.1:.-,n-02 j1,,,Ju.vu »1,9"7.9~ 61o,-!-,S-646•647-6'9!·ei49·6S0-651-65Z-oS3 i?l,500.DO 6S4•6)5-~56-~57-o5C-o59•600•661-66Z•Ob3 •soc.au i~7l,ii oo~·o65-~oo•6o7·66!•6o9 £.250,J,.1 >1o•Hi,-iL 070-671 ---------------------------------------------------------------------------------- 1 u-01-Jl n ,JOU,ilO i2,1'c'.:5, 62 672·273-67t.•i75·676•!a77•678•o79-U0•6o1 ; (j, soo .ot oS2-683 ... ~84-685•6U•6d7•H8-6JJ9-~90 iSOil,00 ..,1,:11Z,Q1 o91·092-693·6~4-69'·696-D97 1250,0:) ~)U6, h, 098•699•700•7J1 ---------------------------------------------------------------------------------- i t/l t;4-U1·0l 11,00Q •. JO $l,1U6.~S 702•703•71)4·705•71)6•707-708·709•710·711 H.2, 000.00 712•713 00 71 li•?15•71b•717•7ttl•719 1.50<i.OO $1,J53.43 7.::0•721-72l-7ZJ•7Z4•7'5 sao.oo· ua. 71 1u-121-na-7i. '1 .. .. , • I . . ..I 10 .,, 1J•01•Jl 11,GOO.UO s.,1;1,12 73~·731•7f2•733•734•735•1l6•7l7•73!•739 .121,000.00 74;J•7,1•74i!:•741•7,.4-745•7lio 1 .• ·.,. -~01.1.ou .!.1,iH5,S6 7•7-7U-7f,9•7S~-n1-752 ·I; ~i:ID,UJ ~S47. h 751•7S'•755•736 .;.:,:. ~ · •. i ~ • • • • .:.: .. i .. ~ ... ~'.:;, •. O'"! ...................................................................................................................... -................................ ~;·;(;, hPI.:.S 197.5-1 · ~7,,Z.:i!J.UJ d 1/4.l COMPOUND UTER:ST bO'iOS :-::i:: !4:::::T~ .. ... • "ATLl·HTY l:"OND &OIAL • ;_t.~.r.;.t_·,·.·· Yt.Aic DilH ilZHDrll&A.TH,h y.;.LUC t4Ul'l:JH5 J tH J4.-Ct-o .. ~1,uut1.J::O 5.2,3lti.;i:. 7S7-ni-7S9·h~·7D1•70Z•7til-7~4-7o5-7o6 :fl}.! .... :::::::~:: ....... !1;;=~t.::;~;;:;tJn~fij~!H~::::::::::~ ................... 1 ~f ;ff (I·:.:.-;• 1 1.;i-t.1-0.:. !1,Ulnl • .J.i ,i,1o.u.H 1az•71l-7i34·7a5·786-7i.17•7d8•789•790-791 • · f1J,7,J.C) 79l•793•794-795•796 .,o~.o~ »1,21~.~y 1l7•?Y3•799•JOO-SU1-~~z ..,Citl.~J hUi,lS :503•604•.-305 ' j ' :;: :.1 '1 ., j i l :1 - -~ .. ' _\ ... ---~_, -./ . •. 1,,Hu.HTY vnu1UTY ~OliD !iciUI\L illlh: Di'j0:11NATI:IN v'UIJE :11>~i:!Jil ----------------------------------------------------------------------------------. 12 1J-D1-~5 J1,~~~.;Q ,l,o!~.z~ !2i•d3~·el1•53Z•B33•tl4·835-Bl6•937-a3e 117,SOO.UJ 33;-ua-H1-a1.2 ~s~J.aj ;1,11~.,~ ~•:-~.,-~45-~4~-3,.1 .1.ZSO.OO .l:CH.57 54b·:i,.i•~SO•Z51 iloTUUTY "!HL:ilTY !OND SF.~UI. YU?. i»,Hi tlil.N01UNATI•l9 Vii\.:J! ~l!';llf!.RS I.:' 1/.c: 04-J1•.l6 H,Go:.i.oo 1::n,}il.n f~2-Hl-~54·d:55-ISS6•d57•B5S-359·h0-C01 J1~,z>o.tW ~62·163 •:iiJO.:lO i1,41!.3d &o4•60S•t106•boi•IJ08•569-:7IJ f" I .. :;.(SiJ.O!J :.707.6" S71•!72 .. n,! -... -............ .. ... :·>: . ~1l h)-C,1·Ci'J ~1, .=JQ.J,J $:;:, -=1>1.:1:i e74•675•o7C•i77-673-S79•BB0·SS1•U2-933 ~-_;:;.; N ;u,si>~.ou b.;, ·:i_·.-. u·lli.OIJ 1o1,:.1S.5J t1~s .. ;,u .. it!7-a!>,-oa1-a110-591 ·· . . hi ioi!50.0IJ -#737.77 J;Z-69J•:94•6-i5 \< ·. S: ~ 1 n 01,-a1•:7 ,1 ,o::.:u :t3, 07'>•"~ o,~6 •. -•n·39d·:99•900-•01:•02-•0>·9o•-,u, ,_{1_~_:_;_~_· .. 15,000e\:\i ;., r.· .,,oo.liJ 11, 5H. ~.. 91'.>7-90-e-7119-,;1 0 .. 711-912 -)·Jf..:· . · -H3U.t,) 11.; •. U 91l•-J14•01S-i16 '.'..;;~}:· ------;,~:~,:.:,': ·---------------------.. ·--------------------------------------------------------·-· ~ ' Sd'iL!i 19\o.!·1 tH,OVC. JO U C0,1Ptt1.1~P tNTUtST 30,;DS )'f, ·········::::::~;-·············::;::::;··::::·::::::············-----------------·· ~~ ,:Ail DAT: DE:tOtJiijATi'h VALUE ti;J:4~ERS 4 1)-IJ1·07 !1,iiOCi.·JJ .i,'.!,4Ci.7J 1t17•t1'!•919•ii:0-921•'1?Z•923·924·US•'ili6 !1 us~.,; .oo i.rnc.oll :n, 11 ~. ~, \>if .. oH-929·9l0·931 :ioi:50.0U !dS7.4, ?:U•Ul-OJ1t•1US ~?.t" ., . - a. ,,~ ~ .... rn-Ja: :i1,.,Jo.JC ;.3,Sd'i.J'i Yl6•9l7-'i38-~J9-9'i0·h1-hZ-943•944•9I.S ?;., .1:,,c:111.\J·'.J -~·Jr;.oJ J.1,IH.Ql -i,~-9•7-0 u-i,9•i50 W.Jl ):so •. ;~ t:S~h01 9S1-UZ•'IS3 ' i 1 ., . ' I I I .I .... ,= i ·.J ) .'hit ; ,.~ .. '~ .. ' . -... ~~ fUF!:::T1 ;1 1T1HJTY bCN'-Si.UAL ,,HE O!NO,>llh~TICN V"LU:. !,uM,c;s 1 ! 1;.. .. c1-U!: i1,0;l0.JO f3,h5.?2 9St.-9S5•956-9'7-958•9S9-9!o'J-961•9o2 .. ~03 i1Z,2H1o~::i HiJ.:..JJ ;1,..'72.a.t ?o4•9,S•Y~~ H;;;.Jj ~,.s;i,33 ')67·.,r,~-9;~ ----------·-·-----------------------·------------·-------------------------------- Pumi1111 1a Ank!I 1. Sa;:liaD 3. or w Tnul limturl. lkll bondi m11 '° 1111111 1n ra, lnllld)ll or 12:10.m • dla mubDm IZIIOIIII~ d 1111 smdamllau:mdly dll& 'Iba p:lnd,aJ aJIOIIIII of 0. lcDI haecl will ddam!m dll "lmaat c.t ~ CIVol' dll "'MllarllJ' Vdul'". 'Illa Rlptnr ftllJ' ealp IIIDlbe-8ml Safll Nmibcr ID fZll tad. the a roximatc eneral location of the ! ". 1· ,.,, • - ., ' I ., . ' . 11.;~:.,;,;u.; ~o,p;1.,r,:.TY i:::tuPC11, 11!:,.TO~~, ,;:,UHUGTON l\ ~;c-:-Fil:FIT C01if~FIAT;C1'4 St.?.HS H'1l-l FU.if •:c"TUU~ .ECl.!Ji D.O.TED JCTObii.R 1, 1995 ~EC~~JTULAT1~~ SIMPL: l~Ti~CJT :c~os: ------------------------------------- 477 ;IC.·1Di ~ ::iHh)U II 1,~ SlhDS ~ ~JU~ ~~ ~o~os itso S477,Jlit: lC>S,t!UJ ! 1.i,UC'J ------------------------------------~I.J ~or,ts . $'5.J,UIJ~ lt.i:UP:TUL,\TI::>~I COht'OrJ~O ltiTUEST c0t1D:i: --------------------------------------- 1 'i~ OOIHIS i ::, ~o,DS ,. It& GiSUDS a 326 OONOS t.100~ • ,~;Ji,) I 'i25" .,. .519ii,OOO $4J,inl:l :i1l11>!10 S;.? !0,'JOiJ ~£CAFlTULATlO~ Cf iLL 50~0~: ---------------------------- :, 7! 60t~D~ i z~., tir,rns .: H CiJNPS i l100li • .UUIJ I i25U : · >o7S,iulU 5H:l,OiJC :iiZl,~'jJ ----------------------------------·--Jo;,, 1!':)NOS .S.:illV,O?U INTUEST ~ ~O"'D PU,iiitT ACCOUNT i1EPtjS1TSt ·---------------------------------------- S1,o17 .110 PEit -.t.U fOR U .d Y!i\Ri l 7!l Pf!H > ru:GU~IN• OCTOeEII: if1TH A f.tf.iAL PAtr1!ffT iJF .i1,11l7.30 OlilC OJI ~EPTfl\8~R !O, ;t,6.'i 5 Pi!lt liiEK F~, PAYiNG AGENT SERVICES. osc of showin r ., ! • ' ·.-:: • I ' ·i ' ! :,J ,, 1 .. ~ ; i I .; ·~1 i .. - ''""" ., I 10/01/93 Q • I '-·. ~:lo •· ..• , .• BBIIE!l 1991•1 01 SIMPLE JNTEREST ,1AST NORT&AGI BOND . ISSUH CON"UNlTY C"URCH, RENTON, A NON•PROFIT C~RPORATlON REGISRIEDOWND $1,000.00 .. $0.00 AT MATURl'IY Oil EARLY CALLPRESENTflllSBONDTO THE PAYING AGENT FOk PAYMl!h'T ISSUER btrdir , ...... IO Fl lfll rqblual oner knot II bvl'IJ dlODIJ' or dll UJllal SIiia for VIJDI Rcalwd THBSUMOP ONE THOUSAND AMD-•••••-•••••••-•·-••••••N0/100 OOLLARS PAYABLBON THE FIRST HY OF APRIL, 1994 11pou•m1lcrol'dlitboDc1&1dltp11>1lalftlllo AND TO PAY O PERCENT bHcfalpuamm,, TO BE PAID lelDklmvallr'oalk: FIRST dlyol APRIL and OC108ER EACII YEAR UNTlL RATURJTY. PAYING AGINT/REGISTRAR TRUSTEE AFIERlCAN CHURCH TRUST COMPANY RONALD GLESSNER P.O. 801 690089 P. a. BOX 90 HOUSTON, TEXAS 77269•0089 RENTON, WASHINGTON 98057 This bond II one ol uala qpepdq 11»11n1 of $800,000 blued bylht lalllCI' pllmWll loa dlllJCIIICICd Rtlllllllioil DI' Iha laltf lor 1111 ,.,.... of dlllllClq dla pre,lm 1,cdflld lbnda &lid la uconl&llle with lbt 1U1111 of a Tnlll ladcalla'I (ltntkllft:u calkld "INIIJIU...-,. Said Jllllmlure la flllld In Iba approprlU• re:otdl ol 1111 lua"I domldJt 11111 MIi ladcnlurl b llfflll, tdemd to •nil -,. a part 111rm ror .n purpmn • 1111 nn: 111 cm1 bnla ID 1\111. IN WITNIS!I WHEREOP, l!it laucr.b&IQUM 11111 bolld IO lltmancid on l&lkbaUa oflhl lmldl&anltnd1'""'- WILLIAN C • DUNN CHAIRFIIIN, BOARD OF il'.UERS Ualw dWI lload bu blCn uatod lly ... llql&tfft 11111 Nlld mil IIOl lit added to uy bllllfll ande, 1111 biiSahan or llo nlld or olDpl&d ror IQ pmpo::s. ST!PHUI K. HEATH SECRETARY .\ ·,· " ' , ... ' J j ! ·i -· i .• I :)[!}\ ' • I .. ' . , .. ..... TERMS AND CONDfflONS .~.,":"..::=::=..11o1a.':!i:r-.:.:::=t:.r=::::r::r: .• ~~~~-~~.==.:: ma-JlaW~,_..,,.ar. .. ..,.ftl .. r.m~ ftallMr-llll"il'llft_.~ ..... ,_ .. ,.,...._, ....... _ ... ,.. .... lllallra. TM ............. .,. ..... lt _,..a, ........ """' ......... ,...._ nm_.. ........ 111, .. .,..._....., 1111 ... .a._....,,... .... ..,._._.,.,,......, ... -..D_,..1u111 ....... --. .,.., •llidl • i,adll ,..,., .. 111111 ... ..,, ... Wow., ......... hU.--' •.,Ml--, Ill,~ Iii ...... ,_ -11 .....r. .. .. ....... !Mt ... -==lllllalt..r-, ....... -~-----............ _..., .............. ,. .... .. ~-:.:,mi:.:._ .. :;.. .. .:;:::::!:.r:::.===:.r:.·::: .. ......-.. ~.:.:-.:.c-::::::.:: ..,...._-*ll•rlln'l._ .... "7_,_...., ..... .....,. ......... ._., ... .,..._, ........ AP1"-dli'taaaml! .. dfllWl"7 ur ........ ~ ..... 1::~~--..:.~=.:..~ .. .,!1'.=.:.-::-~·==:::.:!i:.1::~!:-:-:r::.lullt -ML,...._ .. ._. .. '9 ...... •O. flNAp11.,;-'..,.... 11111._. 111111 _ ..... i.-.n..•--, .... •9115Jall llacl. ~r ,_...._ ................... fll_,_..,..,.a11I/IIIINllllll•lfw•alall:rdlllllU ....... t..1_,.11f_,...,. ...... uol .. __. .. .,.._-1111m111r ........ ...._."".,.._.111111w.i,1a ... ._r.,.,....r.a. ... _,~.._ .,,_......., .. =".r:.~-=:~::-~-==~.::::.::::-::::,.=:..~:.~~-=~ .......... -.i. ............... _ . • Pl,t,aApa ..... ..,.Wlf ..,_ ••• _, ,... .. ,... "~ ....... .i,..,..iwui, ... ...,. ..... ii ......... r.. .. .i.w., ........ mi.w.,0&i-111,.....-11,i'-,d ........... 1111t .... ., ........ .,, ...... _ .... _..,.....,. .. ,._ .. 1111""1ir1 ...... •ran....~ .................... ,...,., ............. ...u ............... _ ......... 1111-..si.a. 1!'11kJ,.i.a-........ . fiNCOM •T~illleanm. UDMA lWrOIIIIGIA.1r1,W...Aa TEN INT a Ta.ti .., Illa l!awdlts lltMA i.wr-T-rm Ill Milln Act um lllllkf'nllt a..i cunn Cluk6a JTWIOS · • Jalal T=-Widl IUafn d 11 ,-. Sillvmirnlp...t-a r..... i. C-. AiWida,,111 "'-""°"' 111ff Ibo N -" Qou .. -la •"-nn. OWNll(S) Mll5T COfflL£rE TO TJWfSf'IR nus I01fD TO ANO'ffllll r., nhlc -i.ct--..,.=----llmbt nU.trtlaa urd uwra ------------------ "" ... ., --· 1111_.91111,, .... ..._......,,...1111ip1_11u..a.-._,_,,.....,...._...,_wu_..,,... ... .,.._._...,. .. ,.w_.. • ._ =::=~-":""" ..... ~~;,=., .. ..:r.:::==.~:=-~:.~0.-,. .,_,. __ .. _,...."!",• I/ 1.a, Ow.mW,. o.&I a.-lwbn ,,.., 5'1• ···---------"-- auioiiini S1CNAT111ES Mm IE GVARANTUD BY omcER or S?ATE Oil HATID1'AL DA1'JC • INCLUD& omcER'!I Tffl.L IANK JS REQUESTED 10 USC THEIi •GIJAIANTlfS• ffAMP 01 HAL. 1mr IIUND owN&a • PIIMI dllU iaL ,_ tor .. , .. , IN!aff ,.. 111:aa, m .. G1 N ffl-.a nartlf • .._ ;. 1• 911\ .,. &Ml'pll SfM '" ...., ff ,-,...,111 ....._ Y• ud .rp hi .. M ,wir, I!-' lfl'ltal .. rw111 -"'• ~~~.!:':l..~!': .. -=:.,~ .... -:::-., ... re=~~!. M':.~"'~i:l.!l; ....... !kl) IMW ..... MJlrl IIOlildlf .......... '"---·--·---... ______ .. __ mu __ . _____ _ ""'----~"-- • ' ., I I I ... !.~"'~·. r ""• j.· ;. :,\.. ·. ·---~--·-·-·-. ·--··-···-... ,. ........ ,·:.~.· ... : .. ..... • -• 1 10/01/93 GI • I ................... -······-·-~·--·-----------·· -·· SERIES 1993-I DOHDNUMl!l XXXX>l U CORPOUND ZNTEREST FIRST MORTGAGE SOHD ...... .. , HIGHLANDS CONHUNITY CNURCN, RENTON, NASNINGTO A NOH•PROFIT CORPORATION Rl!CDSTIRIDOWNR SI?I&Cil!Mirn s1,ooo.oo u 10/01/08 .• .............. ···\ :.. .. \ tOftPOUNDED ATMATURm' OR EARLYCALLPRBSENTTHIS BOND TO 111! PAYINC AGENT FORPAYM!NT ISSUll knby pramllCI ID pay IJlo Jllaillmd OWIICI' htrd lo lawfll m@ff of die Uniled Stalel for Yam Raziwill THBJUM OF TKREE THOUSAND SEVEN HUNDRED FORTY--FlVE AND•••-•••••••••• ---~--------------~~~~-------~~-~~----------3Z/100 OOLLARS PAYABLEON THE ,tRST DAY OF OCTOBER, 2008 a,anlVmlldcrdddlllonh1dllJIIYUllqan. SUCH SUN REPREUNTING 9 X lar.msipa1U11m. COHPOU_NDED ~ool!la FIRSTd,Jol APRIL '"' OCTOBER PLUS RETURN Of PRINCIPAL. PAYING AGENT/REGISTRAR TRUSTIE AMERICAN CHURCH TRUST COMPANY RONALD GLESSNER P.O. BOX 690089 P. a• BOX 90 HOUSTON, TEXAS 77Z69-0D89 RENTON, WASHINGTON 98057 1bh boad II nt or• 111R1 qprJIIJq Ibo 111111 or S8DD, 000 lnmd bJ' t111 ra., pn:au toa d\11:Jcacted Rad111fDD of 1flcl laUff ,0, tht pmpDtCI of flllllndq tlM= ,rojen lflCClllad that!D ud In acnn!anct wi:da Ole caint of a Tnu& ladamn (hndnaftcr cau.t "I~ Said IDdffllun ii Old ID Iha lpprop,1111 ,,_.. of 1111 1111111'1 domldll aDd _.111111m111n la badly IClcmd 10tad made a .-n 11anrroraD purpaa a i111 wi,e lCI Olll bmln ID fall. IN WITNESS '""/lira· t,"VJL'fe'l"'i'r"'~M.!\!MllM1ftll!il!J!IIIM"Bffit.•-- I(') ~EAR ~994 §995 996 997 );! 998 -1999 ZODO 2001 APRlL s, .. ou.oo 11,11i1.17 11,246.18 11,360.66 S1,486.10 s,,nz.as $1,772.20 $1,935.28 OCTOBJR ~I APRIL s1,o,z.03 2,11,.,a S1,19Zo5~2 ~ Z,307086 11,30 SZ,S20.24 S1 005 SZ,752.17 l006 SJ,005.43 2007 u,zaz.01 2008 SJ,5B4.04 WlLLlAA C. DUNH CHAIRAAN, BOARD OF ELDERS STEPHEN Ko HEATH SICRETARY \!au ddl .... lal -alCCIIICd 117 tr. ._,., 1bil baad IUD not bl lldklld ra IQ' btmClt lllder 1111 ladatl1r1 or llo aDd ot olllpaicl fw uy pllJ*L the roximate ncral location of the OCTOBIR n,zoe.4B SZ,411.71 sz,.n,.n 12,876.01 13,140.68 U,4Z9.7D $3,745.32 \ . ·\ ,, ' I I· . (?::" , .. - ;,~ ' i j ! i ! ! j I .) -. . •. ,.~c·,- ..... . ' : .i • I .• ···'\ . .... . .. TERMS AND CONDfflONS ,..i-,_ ......... .-11111 .... ,i!ar .. ..-!IJ. .... "-~111111 .. .,_ ................. *' ........... ... =~~:.m:.':.~,.-... ,., ................ -d .... ._ ....... _ ... .., .................. *"' .... ,...__ .. .,. ..... ~'-" ,-iu..,.. ...................... w-.. n. ....... .C--IIJlllill"-'" _..."' ......... ..,.., ......... ....... ,... ..... _ ..... ., ........... ftlt .... .w. .. ....., .... ww._., .............. 111111 .................... ...... • 1111 .. 1111 • .amo......, .wa ...... .._ ..,...., w-., ........... ~ .....,. i., Ml,..., ..i, ..._.. .. ....,, ,-_. ...,. .. .. .irmi, ..... """'~ ..... .,.._ ... ..a ... -....... __ ................ ......, .............. ,..111 .. .. =".:'..::~--.... .,.,,:-.::: :t::.~ := =::. '::: == :......-... ":' t:"t7'.., .. =.::::.::..': --,i... ....... , ........ ..,.,.. ..... ~ ........ r... ........... l'IJl&l~--t.......a• .... .,., ....... ....,,. .,_ ... .:rr::1 .. a.,.,w ........ _ .... .,'HI ................. A.-.,llill ........ ,.. ..... ::=: ~ :::.:t.=.,.-=-:.. .. it..~-:=,· .. *:l.=:.T,.,:..-=-..:::n~:==.::=:.::;':.!':"-=='....,, • ~ =-..:.~::..-::=:.-.. ~=-~::rt=~~.:;::.~-:r.::.~=.::.'::==.-::-,....-=..,~ ,-...........,.. ..... ,...., .... .,~ ........... ._ ............ .., .. _..."" .. ., ... ,,, ... Wtm .. ,..t-,11 N ~-=::::.:t".:-r-.w..:.,.::;..•w. .. ..,un,w ••~1111•••.....,...,'IJ91fa .... .-..r ~ ,....,... ,...a ....... .,..., ......... ....,,. .. ,.,..,,,*II .... alJ ...,..aGlr ........... Ill ........ -. .. M ...w.awi.•___.., .. i..111,.,-t1,.s.a,.i .. .__._.1M1...._rl....,NM1J•_.••--._.•.,....,,..i-.11 """'uW.iio!iS., .... • ,....... .................... i..atpdlll .... ,.. ................................. .,_...__ .. r.11---.. • .,,..... ..... ......... 1ENCO>I "" '"' U1D JTlftOS ..... ..... CIISTIJ TB OWHUtsJ MUST COMPLETE TO TIANSJER THIS amm TO AJtOTHEI """'1~.~--.... ~----llfflbrsdl,,•IJ!I ... ~-·------------------- .. .. __ .. 1111 ..... wllll .... .._ ......... , ................................ ....,.___..... ... _.. .. ...._ • ...., .. ..u ..... .. .... .r .. .-..... i.... .. lrdl..-.r ....... i. ................. _ ....... ~u-o..,.. n.r.--......... 111, ... -..i-u11111-:-,1111mn,..._ ......... _......,,........, ... .,T...r-lol"'.,. .. ..,.,_ I/ I* D•-.W.,. .... a.111A1Utn II•• Sit• . """--------~"----SfG!'l,\TUllf.5 MUST II GUAR.\NT't:&I> IY omtU OF STATE OR NATIONAL IANK • IHCl.tl'l)I OWICIS'll TffU. IANX IS REQVEfllD TO 115£ THIii •GUAIUNrlJI• SfAMP 01 WL. RiW loHD oWNii, fi;; •= ••' rata i.r --, Cran r• il,a. ,,, win .. np111NI ... ,a; • .._, .J r• :W C =:;.a JJM ,., ._, If ,.. 1t11ln cN11& !M QIII 111p .._ &It ,..,, ,.., _,., ..a, ~- =:r,;r..; ~ :.C:Z.Df ,!-.=, .. t:;' .:=,",:? =.,': = .=:. ':C: ~ N-:.:'11•.:*..: ,;.:.:._ .uw .............. ..,,., .. ...,wlllW,lq. '"---·--... _____ ,,_ "'" .... _____ .. _ .\ ' :,. : l .. l"i -:: ! ... ,. . .. .•. ... ·.-~· ' I j .i ·I ::~ .'.:'.'.",•: ..... • "' I RlSOWTION (ndlorlilftJ Nlld«d indtlilednes1) EXHIBrr Ii ae rr fttSOI.YEDTHAT __ -'H"'i,.9.,h,:l::•,.•:::d:s_C,:°""=::•::•::i:.:t,iY..;:Ch:,U::;r,:c::h:.... _____ tlH\lef'I ot Renton WUO ,nd sdl first ... _. _..,...,...,...._.,dul:h Washington -NlnNe 8onib h the IDGrv;atumowUf 11P tD $ QOtl I Q (I 0, DRI ~authcrfzct 1111:IIIDIIQ'clfS BOO r 000 .. 00 ctllldbmmlobcdedp(tdsetie1_1:;;9:.;9;:3c.._ _ _, ,.. ... ~DI conetruct;.iqp of Chrietian Education facility hi thlSI IIDndl be lullld\llldu a 'Dlnthltmln and ffllllNOll)lld 111hrltl 11'4 ttiatd!e flrff~ at 11lD Issuer be •IIPl'OJfbcd lftd lnlvocallly anl;ncd and pltdgllf ID par dla pdncfp1l llld d lntarut •• tJria -ahall c:ana duo kalnrfnl III tlrst Mcadlv dsat 1111 ctne of 1u1111 and ~ae:s 111 innaalnl of ,111 o, pt1t Df lho lavcr°e:PIGPfflY»mnttm., .. , . --------· . ---·-· 1bat a SUUlng C'crllllMlfa'ba'electelf 4nd'luauc:!ad IO iifKt an6'"""" 11ft ccda'iltatlm with and 14*1 eppr;val of MMR llwuunwlll'IIWI, M.11tma.t ~ ~ 1fll rataoflmttas\ °""" of bolidl. \hit da'CII n bonds 11111111q1a oamna inmm an11 vie SlnldllV FWld paflll!nta 11'1111 lleOla. 1h11 """' Agcna. 1h11 ~ dla lndlP(n1em '1l1mna, dll l!lcrDW AOCfll, OIi ptapcr.y 10 Ill mo,tgagod. Ula dllt Of uia Bond ~ end mr odltt flebfcm ncas-»" • lmRftlenc dCI knd' Ima ant ID n=r 1nm an ..,.m: Vlll:h MMR hmlnlrn,Dldlfll, In& 'l'hlt MMA Mllmlfll ....._ Ina. ,hall llno u.111n ffQlll or nftml 1111 lftf cnha RNndng tv w 11S1JU 1Gt , smW or ane ,o111 nm ttm dail o11Jit 111111111r11 bltwaA 'Dll luuer 1111 MMR mauncm 11ra11. t,c. 111111101 w neees:su, lrmnlncnl:t 911d dacllrnM:I PlruWIW to1hls llnltU111 lndldnl. tiutn:i1Um11:11d to lho 1111.reeftlllfll: klMIISllo 'DII bluer Ind Mlllft llrtlSTnlW 8--lie. 1111 '11111 lndlldull ~ 1Jla t!lffll and condldom vi 1ho lsM tnd *'11 ldllliU ~ bl III larall ""'*"°d or 1i1Pmm1 bfMMR b!nment hnbr-. roe. find a;wkwcd br 1D •ttDmq 11 IIW ffllNf br o., nic, 1111 lhall •• """'° "' end on behllll or n 1mcr .. br1ha 1DIIMIV hflNDll't. or'ltdr auccuaw• kl~•.,. ouct.frd w·w ,'lddu or 1ncx1pa11von DI' IV-Laws of tht laul; ft ltlCt r...• William C. Dunn ChairlllBII, Board of Blders • """Ill' ..... Steven n:,at:h .... -.:.v.;. July 25 1 1993 ... l.th111nl1Qllgrmd,ba~----=::'·"'·~aa,rs,ea,t,ia,.rv.i..:c·-------of•mcedn1aflhl -~me""'mb""'e"r=·=·'ci":,c:::,-::----------'""'CllledUld~thll~andhddon .... -...... ~-25t~Df July .111..!!...bcm11rcadfy1flaUwfonoolnoRuolu!blwudlalt ICJaptdb')ra two-thirds o,lv!nlJ or St&ft RaoMIDfl u apputt rn t112 ea,pora1e n'llllutas. @t.. lek July 2s, 1993 ..ft.. . ..,. . -'--•NOfUII' •Cons111t yc,w MJw and a,-~ lld'a111 ming ,a clclctm!rtt ""hlc:h nune:1 tt In IMSC btai\\a. II ,ou are slil WN\flo ,ree.10 contact your •tttmrr Waie mano. --·-.... -· ,· ..,.,, __ . ral location of the mises without actual surv , .. . ,, . ~d ··I :i; .,.~, ... in connection with the same - • ,I ,. ·., I I I -:: . ! . . .... ' :·, : . . ~ ... ·-·-'"-·-·-·-.. --.. ---·--· -·--·· .. ·--·-·-------.... .__. ___ ··-----'--·--•,...-,· FILED FOR RECORD AT REQUEST OF: PUGU POI/ER AT'III: PATRICIA SIM>lll • \a REAi. ESTATE DEPARTMENT ORIGINAL i i P.O. BOX 97034 ELl.E\IUE.~~ ~ POIRiR Block 32, co1:rected plat ~ ~n Hlgblands Bo. the plat tbeuor, nc:ozded J.ta VOlUIM 57 of Plato, in King County, ltubJ.Dgtoa., a, .:acco"Cd!ng to pa:9H 92 to 98, tagat.hec vlth tboae port.lone or: .Jefferson Avenue tloit.haaac. adjoJ.nteg,, oo vacated under City of Rantoa Oa;d!aance Hoa. 3052 and 3545 ncomed rmde.r Reco~ing Noa, 1SDl160IU Md 11051104'11, 1:eopectlvely, •blch upon vacatioo., at:tacbed to odd prmd.aoa by cperatlon of la•, ·. ·--·•'-"•··· :·:-· . J'I ·~ ·, ..• ._ ":' ,-, .•• '°"'. I'° · • d ':i . . . . . ' .. ' .. ~ -·· ... -. , .. _ . location of tho in ~on with the same "! " a I ,i ,i i i I ' i I I d .1 1 ! ·, ... ~· ... .. •.:.' C, .,~ !:~ ;;,···1 •. ~.,:..:•• :., ... '•:,,:·· ·.·'<· .. · .. ' . ~·.i:. . ;· ·, . ' ~ .. ···1· • i ,.:,;. · c.:,,,ztf ~i':f Efai'.:F;i~ · I ..... ·.,.. ,;; ,,j~jitlwVII!tti: in connection with the same ;~ ;~ i i i I I J ' .. ~. ,: I'll " •• .,., •• •r.",.\, ••. ~.,··\.i\.-'lrt,<~·T_.. ,I, l:.c\" •.~·· ... , ... ,. :':\ i .;;_ .'.,· : ,J",. • ' • • -~ __ ; ::;_: :·-~· j '..;·:···. ·.-; ·:".:..·: , .. ' . .h. ,·~:c· ·-··.•::: .- of showin the a 'mate .,.; :~ -~~ ... .,. ..... ,. " , .. \.•,• :.:;1 ••••• r .. , ·:.. ,..,; ·:.:.: . . . : .. ·': .. ~:.• . ··.: ~ ... · .:; .. ,:·~ , . ...... ··:·; ··:: .... ,·,:. :~, .. .;;:· ;;·~ . .:. .•· ...... ·: •.•.:· .. ::.' •!,.,. :, ·:.}J: . : ··, ...... ,;~.::: \::· .......... h .... :; :• ·.• ',.; · -=~·::::-s·;tr~f :}./.~·r)/i-:~{i ',., ·~-~:-·. :-:· ~ i ! i i i ~i . ~- ! ; ,· ., ;·.: ;·.: ,: A 1•.· •• .. , ·.·, .. , ,. n: r ., ~ r.&I C C'l ~ i 'OOINBCCIUID lffllllll'IO: ... .,..O,Cleltl -----A...-.... O--.VAWDIS 0 • RF.r.1=1\IED NOV 21995 .•. t Ill KNOW AtLMDNBYTll'l!SEPRESENn: n111 Hlghlanta Com3\Ul1'1' CIRlrab 1J :,0:,1 ff .B. IOUI al lntn !JI CoanlJ'of .... .Sh!t:ol\fu-lllepattrJ&l ollhelnlp,n, l!I tor and In comldaadon of die 1Ur11 ol I ~~s:...;~~.;.;,~.;.;.;..· --~; ----·.;:~dby §. 01'1~-.. lhe pul()'/llllli: ol'llle RC01111 p,11.1he rocdpl wheleaf 19 beldlF aclaiowfcdaed, clo(a)by 11iae,-pnt.111,......uam1......,.un1olheald-""/la> ollhe-pmt.d,c ,aa __ .,........ ___ ICdal ,,,r •. r. lotb In 1he Qq,al-• Caunl7 or KU,g and saiieotWafdnalon. .....U: ii Sec Allldad !lhlblt •A" TO HAW AND 'IO HOW lhe ame 1a lhe nld pall(y/lel) al lhuccond pu1, (lhclr/hlllher) hel.._-. _,.,. ond w1gns ro..-. And aid pan<,/lelO atlhe an, pa 11, Iv (lhe~heln, neeu<ors. ""-....., e~111d1pee(q)10IIIIII 1"11h d1ellld pffl(y/lH) of lhe second pan, Clhclr/hb/lm') eauwon, 1dmlMUalOl8111d aalpa. du.1 Rid .....a,/let) ollhe llnlpul (bfan:) &be ownct(I) of Ille nld P"'P'"JI, -•ml ehaUeb •ml lw(W) goad rtah1 ind ruu au1hom, to 1cU die same, ind thlt wm Wlft'llll and defend the Ide hereby made u,no the Rid pan()'/1u) ortl1c second part, Ohdr/hlllher) aeculon, admlnlllnlOrl •nd ISllgru, 1plnl\ all and every pcnon or persrons, wllomlocvet, lawf'uU, c1afm1na or 10 clalm the same, IN WITNESS WIIEREOF, The said pat(f/fes) ol'tbe Rnt part h:u(Ye) hereunto IC'l (lhclr/111,/her) h1ndandcal1hlo 20U, dayoC ao,tco-al • J.Y_ STATE OF WASHDlG"(III I · · · · · ' I •• COUNTY OF lClNG ) V 8 b1.,.._ iiiiii Dazd I certify that I knOV or have evidencia tbnt ltirt Willis is tbe person who appeared before· me, and said person actnovledged that be signed this instrUment, on oath stated that he vas authorized to execute the uun:rument and acknowledged it as the Chairman of tbe Board of Elders to be the tree and voluntary act of such party for the uses and purpo.ses mentioned in this instrument. DATED: $f7i71-· ;,,, ,'1fi': n No~(. tfjf.r tha Stata '/!i -00$1 o:: ~oshington ~&JJS:L f<'aLL.~ 'IC'(a:of 1r-6S'f,JO,'l-'f,l'f "'ey"""'a"'pp"'o:ea:1;,sn"'ti"°e"'ntP'=a=xp,;,ili'eo;:,res,;;,,-,7--,...,.F"''il.,,,.- ,\ .i ' .... -·· . . ... ....... ~ . . .. · .. : ... ..,.,:.:;_=~~l!ti~~; of sbowin the imatc location of the in connection with Che same ,l>. " . : ,i I .·:1' .. I i . 1;, ll ,/ ' ·I J ; 0 • 1'0: QfcfRcmmt FROM: .................. ---2oa 11111 Mmue SOUlh Rcn1Dn. 'WA!IBDSJ DA1E: . _: ,'•" .. ""'" _,;1,.,.11Mle!.J7L.·----...... _______ _ ...... _______ _ 111<> ------------------ Per lhe rcqucn of the acr of Renton. the followln& lnl'onll2tlon is fwnlshed conc:cmlnl RnaJ cosu b __ ,.. .... _n:r~pn,Jed. •ADBtm'fMCPJfll'B!'C'DQNCPm:: --1)pc _ !4~--LP.al 4 • --2.!.e_ 'll'ATEIIMAJN _---i.-___ LP.or =s:::::: • -.!_ \1'4tmWN -----LP.or ----• _ WATERMMN '"" LP.Gt -• .. WAnRMAIN =+= EACHot :-I::• oip GATliVALVES ---~Cllof =:e:= • ~ GA1!VAL\IES fAOl'ol' • GA11VALVB ::J:::' IA.Clot :::c:= • ---2!... l'lltlHYDRANT A.UEMBUES S 3ff!>e ~ 0 (toaolflftl11Jdnint1nmscbelbtedwqu.rac~17> s IS~.~ ta (ladudcl!ngtacaln1llldSl!cs'lulhppllcat,le S ,,,t 5 0 TOTALCOSTP0RWATF.Rn'51!M S 7'2,i"c - c-:, S6fflt6BY .,_smo,, SIPDM PUPDCRS)'ffltllt; 9 Laipb LF.Df Ille 1TPI mm.MAut lmpa Lf.ot Sl1r 1)J'Jc ff'OUIUNS ~ U' DI --• ---""'"''"" ---LP,of --• ---"°"'UNI - ~ u:al --• ---....,..... ---u,.or --• ---"°"'""" ---!ADI' --• DWii'iiiMAHKOlD ---!Aol --• ---.....,...._,,.,,. BA11r • OIAMfflflNAHHOUS ---SAol --• ---"""'"""'"""' ~!11Jfncq1111 ;;:;;;;;-,... ---<Aol --• ---ll'OI.IICATalllo\1ll'I ··~ . o-iiiiiiiEllalnffllnl:---SllaTn __ _ TOTALCOJ'l'FORSANff.AllrHWIIIIYft'IN llq~ Tm"Al.cmrl'OIIA'OIMDIIAINAGIS\'SJ'EM ..,_ ___ _ sm£ET IMPROVEMaffS: (lndudlllll O!tb. Guncr, Sldt..aUr;, .Uplt.ih l':lvemcnl and Strtel f~lln,> mtEETUGlmNG: (lacfldlna -Dal;n Casts, Ctr Msnll Fca,, VIA SI bla Tn) --- .. ,i i "! .j .~ ...... . .··.-._,.~·-·. ,;)/q ---~-c .. ---_.· -~ •. --._ •. e ;--. , ....... • . .. .. 0 ~=· I ~ . Cl D Q D y a "§ hffllllaRu..a,,i-ot00,' lllld Ibo CITVOl'IIIINl'ON, o l&lllllcfp>I ~ ofllln&! o,m,a,. V/ubl111Jhlll. beNIAallu GIiied "Gawco.· " . · · 11111 oalda-a.(I). rotlllltllA -.......or the .... oro.,.1.,,.o'-,oo...,.......,....,....,........,....,..:,- plld bf omn,ce, mc10lh&r--•1oa, ~a1w111c1, 11._1>r_,..,, do.,, d1l11 ~ ........ lll'fll,l,mpllt,aeU,oon¥CJ',ud--lhelllldO_lll_ood anlplDa-b Hl,fmo'ftt f.v f'JP.::'""1..rtt::.&•~~ rnr,;;,;,0 caa&l~P • .-1 imFfU1A.;;-~ ~i :-.;:-::=.-: .,,_ -·-· wou,p.1C1111Dllld-llierallowllqJ-.ibcd pa1pc11tObeilalU4 Wlll) b1 Kla!I CGunly, WatlllnjpoJl, mom palllcldufpdacdl,c,lao ,_..., •• N ·· SIB Afl'ACIIJID BIHIB1f •11• :,RECF.IVED .MAR GM· ll!IG~ I)" =::------.. -....,-.u--.,,-u·--., g ..... ,~ [ ~CQ& -~ ~--···· · -- " /· --.. ,·- > ., ... ....a.· -----·-··-· , .... and Ticor Title assumes no liabili in connection with the same j i j . ·--.. ~-; .. • l'br Ult" purpose or cottl\t'IU:dq. n~1 1AMU111&.:~lffl1111 r.:pla:lng. c111anin11i us,e1.i.llJO ISkl·. '"''"""''1111 Qlllllla •nd c,mi, p1pcllna, lndlldlnJ, but DCllllmllcdlD, Wlltt, 11w,und "'"1l1 iln1n1at Jlnu, ,.,...,.., wnll die r1a1J1 o1.._am1 ..,...,11o-wllllout ,_ 1111mm1u11 v/&nr ••• •• pra«t:dh1p of llw 1llll-lll<Vffllll 1ll1Ykplabllpllanor lllbl1llJ llu,rdalc. FolloW1111 lbl kdll.d ... ,,., ........ or11111c11ma,a..-n>q!iomt1mo10llnl-llldi0tldlllonllll<lllUhutt'l/tl1·· ·· .!"ll'IR• 'llllo-lle,anled~•lhelollOWlaltam111ld<D11!Ulloull I. nie Ollllleelh:dl, upo11-.,l,HonritGllflWIIIWPh1Pd!OplllpnlJWYfflll l1JdlO .......... _,,..curl'lcoorlllo..-1111hnrpt1¥1111tupma11111U1diltltdicduttlcl1n>ya111u11nt1 .....,•mol1he-1l,11neulyup,Rllcll>lol0dlt_lbq...,.,....,_,,...,... ..,._., ........... _.,, ............. J. Ur,H~Gt 111411 main 11• ttaht ID U1C Iba ,urtace ci 1111 rncmaal a luna iD -· UN cloel U01 ..... ~ .. WUblllll-...... llfllnletilOdlGClll!tlCAL -lllulll ... -,luVOWd&fllk< . ,< .. l'Ject a, llUfall&ln .. , bulklJnp flfiUUCIINCI wlddD dll CJNmlnll Cit • 11. f't#m uee,. lhl'UIJS or •aelllknl hlvtna dnp ruu1 flUlll10 which ""' ca,r dunaao 11t ur -wlll1'1tc-1!1bo,--'llllltlndie.-11JllltlG ...... 1ur · r llcVclvp, bnda:lpe, Df ti"eaaUI'? lllo UNA-..nl 11n In Nlf WAf whld,1 wOldd llntdlanlblf a, ldcrCll.k" nta coan sa the a~ma al fCIIIIJlq lht cuancnl area lllll 1n, pllflla lm:pnMmeJIIO 1herdn, d. 1118,IUllll<lorpetl'onlllllblttam,,ol-lCI-Dlllml PIOplrlFWllldlwoukl dlllnrlt 1h11 ~ urwanll Clnlnlfl'8 tadl1lla aa lbt "8,bklfowq, utmdlnpt &bl! 1,w.l isuptu,11 (adlllla .. •· 1u.11 wllldQ Ollcrn (lfj lct1 utlhtl tllhl<ll·WOJ· I .. 111tl .....,..,.111,q-wllh 11,c i..ul tkl>cllbcd hmlll,aud lllull Ila lllullll181IJICltl 1111 pallc1,ll,clrll<lr>. ,.....,.nlnlatCICII 111d.....,11. O-co-nllhll 11,eyllldle hwl\llowm1utlhetllcria P"""'""' an41hlll lllCF hml o SOIIII awl llwM "510 •• •-llllo-mcnL .. • ... ~¥1' ::: . ·• • ~-.. -• 1t1 ~-iliH..;. md --------111d ~Tll111 I 1' WAIIIINIIT<IN 1.1Jllk1 l' IIP ICJNU . IIIIUIIIPM\ DJIH Of et!ftf(P!11 orwar: , .. , Ill , ·----·---··----=:::...-·-· . . ... ... _. __ .h\.r--'!.,.._,.:~---·· ,.... --·· ---· .............. ~~ ....... -...... -----·~---... ~ ..... ......:--- and Ticor Title assumes no liability in connection with the same ' . : ,f ••••• , ._'.I:~ .I . -· r . I . :;:w -,11 •••• • ,o HIGHLANDS CXIMMUNITY CJIIIRCII C)N.ffl'E WATIB IWlllllBNTS I RFr.S:IVl:D I ~ 81918 I --RECOIID!R --- IIICIIIBFOR'nOHSOPlll,OCIUJ, COIRl!Cl'BDII.ATOFIIBNl'ONIDOHLANDS NO. I. ASPEil .• me l'LAT1HIRl!Ol'R8CDIIDBD lN IIOUIIIB 170,Pl.o\1'8, 11\0BS U'IOV,, INQ.IJIIM. KECOIUllOPKINO COUlll'Y, WMIIINClll)H. RIO VACATBDA!l'PBRSDII AW. 11.E. llESCRIBIID Al POI.LOWS: . SOIITHl!IU.Y- ,<JMMBllClllOATTRBINtlmlBC!IONOP Tlllcuwml.lNIIOl'VAl:ATI!DIUmllllOII .\\'E.11.11. Wffll111UOl/l!lBIII.YIIAIIODIOPlll!. l11111.5Tlll!lm 1lllllll'8SW!nl'11', .\I.OII0111Bc:t!lffl!IILINIOFIIAIDYACAJ'BDlll'l'!llSONAW.N.1!,,ADlSTANCBOl'IUJ 11'1111 'rlll:llalS ll'l'O'l'll'll ll.llORl8T'IDttm'IIIUB IODl?Cl'lliUIIDIINO, lllllNCll ClllfflNUlNO 8 ll'Ol'SD'B WO l2ll'l'l .. ·,1ll!MCIIN 02'»'ll"ll lUI l'IIIITT0111BIOUIIIIRLY MAllOINOP IAIDN.B lO'l!L S11UlllT. nl&IICBNl)ll'IIIWEm!IILY AI.ONQSAIDIIIUlllliRI.YIIAllCIIN TOAl'DINl'WHICIIIIIIAIII N IQ"!nl'B IIIOM 'llllll'OllffllPl20JIIIIINQ; 1HD1Cllllll'Sa11'WIIJfl'IIBT'ID'IIIIIJOINl'Ol"BllOUllllNO. ,11UA11!1NTHBCITYOIRBNl'Olf,STA1IOPWASHD<Cll'ON, <lllfl'AININIIIN S.P. MOIIIICI\Ulll :WUnl WA'l1!Rl!ASl!MBNT: • nMMl!NCINO ATTIIBIOUl1IBA8TCOllNl!IUl' lll.oc:K 12, CDiUlrl'ED 1'1.ATOF IIIINTOlt lllCJIMMlSN0.1. ACIXIIDINOTOfflBl'I.ATUU!IU!OFRBCOIUlWINVClWllll570P • l'I.ATB.PAOl!IVl10t1,INCLUBIW.IUICalDIOPKINOCOU/llYWASIIINIIION; \lllillC888")'1'1trW,ALON0111BIIOUfflLINBOP8AIDBLOc:lt'2.ADISTANCB0,1116.IU I •Er TO 1Hll 111111! POIM' OF Bl!CIINNINO: 11IENCII N-'O.'l'BOLOIIPBIIT; ·n1£NCllN ""'"5"W lf.llO PEBT; o lll!NCB 8 llll'Ol'OMI 61.ll l'BIITTO 'llll!HDR11111RL Y IIAROJN OPII.& 1(111. IITRl!lm llll!NCII IIAS'll!IU.Y Al.ONO 8AID -1111111/l'IWICIINTO TIIB PODll'OI IIBOlNIIINO. >1lVAT1! IN fllBClTY 0,111l1110H, 8TAT80FWASHINOIOII. nlllf-PII S.~. Mllllll lllU,11111. . -·-..,,_ .. . :: . :;, :i i I ' I l I I ! ·i ·.:~ I ...... ~· .. :;:-__ , . • -· • ose of sbowin the a roximate • - .... ' . ()' 4-:~~-11 S-4 •l•i!'o•,;- I f, R ...... \It, I ~ .. ., "'. I tua: ,..._, ·-uM l I ,J L Z ·' ' L c L I l • ' 1 l • t .. ,, .r • ~. ~... •• ~. -.,.'l'ft:,J • ...a. --~: .• ::_ ......... __ . , I -·· ·---.• in connection with the same ' '. ' • ;,. .:-~~ ,,-- r,.i: ·· .. · i i1 . ~21280 9vA"it l+ll~~7 '9,000.00 ~9.90 trx · Umt•4 sT.tee of AMt'iOil, aot1~ ibr~ •• l'\ltr:..to Heu111ln&ld!lf:tnl&tll"!PiOtti Wt4ei-1u•punani ii"M P••rlil and e.ui~it:y oonta1n,;d 1"uprotvit1-one ot ~ IaDNll!l Aet t54 Stet. 112~; 42 u.s.c. 1521) aa ..,_ •o Jnd nso:'S1ihi1sat1on P:La~ No. 3 of 19#7 {12 , .. a·. 4961J. · ·.:o H1.~!Md.ti c.-u.n1t) Ch\U'Ch _ ' lip oonvr1111. ant\ cpai'GolGi\'IIIJ,to ad lilP its G61i~ il11 Qf. 'she ri;•s !l't.gllt, t.1.t:u enil int 1n tie fo110\IJS ~ re eit 1nt~kclll · · B1k 32~ Oot't'eotett P1Qtof flenton JU.gband.11 lki.. 2 0 -Qn Addition to tK•City or -•••n :fie ?'$:i.r4ct a • ,&.,.56» . 1nVtl 57 or 1'1t.t111,pg 92 to 98 lna1. !cow, NJl$t\ll!Y ze,n1.ng laws and euta 1,1.rid retna ot: roe _ · 'l'O-MVI\ &11\d t.:> ho14 au Ondilift4'1,1J..lAl" thQ liiCi ,fNS; t(ill1 · ap»u,rtenano111e unwo .a. IJd op · · ·· Big Ok . _-._. . aout~ of Salli l!PJ:"•n(il180~ Stat• f)f O(l11f~-oa on .. -~ 14°51 l'U .Jo 0 2 MU•111Ciltc lit6(l2.0._~.a'l~--8 San ; . 1l"•nu, 110•. h giOl'la~ ott~•-or t-!'Wti<a' ,~--1fl1,rhrll! t 1.;0U1:} · · · " --_., ..... · .-. "' -~~: .. _;;:_lE?J:~.;t/J~";.;i:~ .. · · ~-. · · . . . ,;_ ,: r, ' t,:J ,, ··,"'· ,. ,-. f•. -~··, . I.U')2l.280-m:;? N.f s,.-111J,41, J. Btu-r.wtt npt'~ Id Cityancl Count.1 of' . San :a:nc1ac~»!tcte of C•11f~·nia ree a~ 624 r.se ~oro s·. Sen . noi•co 1, .ca11f (na) aOllim ex p • Oot 'l-57 · itl1 t.o :op c/0 Rev. ifa1lao9 R. Wilton 1260,,1:t SE 128th . R8 ntollfl. Wn ltpt -n"T--r.-.·· ·----···-----·:.,.-.···x,· -··-·----.--.;-,-;-·,.·, ·•'.•)~ · .f•". ··-~---•y_~,. • . -· .. ··•. N-_--,-.... WASHINGTON NATURJr.L GAS COMPANY EASEMENT The Grantor __ • HighL.end Ctn:i:munity Oiurch in consideration of the sum of One Dollar ($!.00) do hereby arant to WASHINGrON NATURAL G.4.S COMPANY, a public utility corporacion:-Sn eaaement f~r a aas ptpaline or pipelines under, over and ~cross the followinR deacri~~d property of the Grantor __ , to-vit: The veaterly s feet of the easterly 30 feet of Jeffe%'aon Avenue N.!. (vacated) ex:endins fr0111 the aouthecly right-of-way (extended) of N.E. 10th Street aoutherly for a dia::anca of 210 feet, end lyin& between tracu l2 and 33 within th@ corrected plat of Renton Highlands #2 aa recorded in Volume S7 of plats, pa1•• 91 through 98 1 record• of King County. Situate in the N.w. t of Section 9, TC1V111hip 23R, Range 5 !WM. giving and granting to Hid Colapa'll)' sue}, acuss rights as may be neceuary for the installation, operation and 11111intenance of such pipeline or lines; and, by the acceptance of this ease~ent, Washington Natural ea, Coa:pany agrees to install, operate and maintain 1uch pipeline or linea vith the leaat possible inconvenience to the Grantor __ , and agree" to hold the Crantor_ bamlea1 from any lou, coat or damage resulting from the installation, operation or ~•tneenance of auch pip•• line or lines. Grantor agr~e! not to erect any 1tructurea on aaid easement. DAT:': this twenty-fifth STATE OF WASHINGTON COUNTY OF On thia --c""'----- appeared day of January 19.ll. . ~ ;~J . ,--;( L.- ,19~ before me personally to be t.he :£ ·~ of the corpontion that executed the within foregoing in1trument, and acknowledged the~~,~ inatruuient to be the free and voluntary act and deed of said corporation for the uses and purpoees thsr&"in mentioned, and on oath stated thee _he_ w..4.:,;f,,,, authorised to e~ecute said instrument.. IN YITNESS WHEREOF, I have hereunto set my ~and and affixed my official seal the day and xear firat above written. -~ :.~/"t"·~~'~: .. ~:· .. -~ : e State of ): ,, • . l ' ., ' • i ¢] ~' &I '1 EASEMEN'J'. KNCW ALL MEN BY THESE PRESENTS! \ fotllntflnc:analdarallonOf ·---· -·--,,:JiK! I!'!. ----~ --· :·theundmigned,hereinaflertel'arradlo '(' 11 Gran!e,(aJ, hereby gran11 a pcq,eluat eaMmanl: to hdllc Ntlrthwr.11 Bel Teltpbone Corq,any, a Wuhlng1on COrpotalfon, i Ila successott al'ld assigns. hare1nahar rarerred lo as Grantee. with lhe rlghl, privilege and aul~ly lo ptac,11. com.lluct. maintain, Inspect. reconstruct, nipalr, replace, mncr,,e and' keep obSlacles daarfrom Gtantee'a lacffllfn '°""'Una O'- . und~rground .:ommunicat!ap lines and above ground cab!11e;tg '-.. Ii and Olhef sppurtenancet; as Iha Graniee rriay 111)11'1 time lo lime ~Ire O'tet, across:, upan and und;~;;;;;,;;ft~;ib; properfyBIIUaledln ICif!S COUnly.SlalBOI...H!!b.!ll&t29-andbde~atdws: f Block 32 Renton Highlands /J 2 together with po1:t!on of vacated atreet a~joiq,ing, i Safd easement being desr:ribed as follows: Beginning at the northeast corner of :ii: Block 32 th£Bee west ten feet (10') along tho south margin of NE 10th Street to . 6 the true point of bealnning;, the.nee south cen feet (10'), thenca .-est ten fe@t(l0 1 ), ~·~ therice north ten feet (10'}, thence east along the south margin or NE I0tti Street "'\ ten {Ht (10 1 ! to the true point af beginning, "" "\::, i ! ~id &:se111ent being ten feet b>· ten feet (10 1 )I: 10 1 ). g.. I KING COUNT ., J EXCISE TAX PAID <ll OCT 4 1985 s.oo ..,.,,otilf<S. 00 S5 Grantee shilB at 111 times hav& the righl ~ lul and free lnGteA to and egtQ& fR:lm said property deScrlbed above, with the understanding that Gta:itee shall be responsible for au d.mage caused to Gramer &J{Sl'ng from Gran1ea'1 nerclSe or the rlQhbl and p,fvllege5herelri granted. Grantor reserves !he right lo use Ille easa;nen1 tor anypurposu as long as not 1flt.onsfslenf with nor an lnterterence With h rlghlsgranledGtentee herein. Tha rtghts. CCAdillons and ~ at lhiS easen'le!II shaJt lrkne IO' lhe benefit ot mid be bindlr.g upon Iha flelrs, executom. adn'lfnisTrator$:. IU"83S0'8 and' uslgnll ol tNrespec:trve pa,lies hereto. lowl'""'5"'1"":"'"_has._l,d1Nsl<,sll\''""'""-~~ot w.ires,;g '-'• By. /. "M./ .. ~ . HIGHLANDS COMMUff = S1a1acr __________ _ -~"---------- IColPllfalo.W~nl) On INs dayperto.,•"tN)j)tl,llred.tlelcxa me t 10 1/n-t';;. i<S: ,,, /"':9C:r 8 JSI~.#( T ransp. o rtatiop Joi u~ons, Inc. ;,,:....-·~1// ..::;,~' 8250 • 165tb A11111111 NE Saila 100 Redmond, WA 98052,8628 T 425-663-4134 F 425-887-0898 www.t1in111.com HIGHLANDS COMMUNl1Y CHURCH TRAFFIC ANALYSIS FEBRUARY 2009 Prepared for: City of Renton and Highlands Community Church Prepared by: Transportation Solutions, Inc. ... ·,b' _, TS1<7~ Transportation Solutions, Inc. n 8250 -165th Avenue NE Suite 100 Redmond, WA 98052-6828 T 425-883-4134 F 425-867-0898 www.tsinw.com HIGHLANDS COMMUNITY CHURCH TRAFFIC ANALYSIS FEBRUARY 2009 Prepared for: City of Renton and Highlands Community Church Prepared by: Transportation Solutions, Inc. TSI~#' Transportation·Solutions, Inc. ~ TABLE OF CONTENTS SCOPE OF ANALYSIS .......................................................................................................................... 1 PROJECT DESCRIPTION ...................................................................................................................... 1 Existing HCC Facilities ................................................................................................................. 1 Proposed HCC Expansion Facilities ............................................................................................. 4 Ex!STING CONDITIONS WITH CURRENT HCC FACILITIES ...................................................................... 4 Existing Attendance ...................................................................................................................... 4 Existing Parking Supply On-Campus and On-Street ..................................................................... 4 Existing Peak Parking Demand ..................................................................................................... 7 Existing Trip Generation ............................................................................................................... 7 Existing Traffic Volumes and Intersection Levels of Service .......................................................... 8 FUTURE CONDITIONS WITH HCC ExPANSION ................................................................................... 10 Future Attendance ...................................................................................................................... 10 Future Parking Supply On-Campus and On-Street.. ................................................................... 10 Future Peak Parking Demand and Trip Generation .................................................................... 10 City of Renton Minimum Parking Standards ............................................................................... 11 Future Traffic Volumes and Intersection Levels of Service .......................................................... 11 CONCLUSIONS ................................................................................................................................. 17 TABLE OF TABLES TABLE 1: HIGHLANDS COMMUNITY CHURCH EXISTING AND FUTURE FACILITIES ................................... 4 TABLE 2: ExISTING HCC TRIP GENERATION CALCULATIONS ............................................................... 8 TABLE 3: 2009 [NTERSECTION LEVEL OF SERVICE ............................................................................... 8 TABLE 4: HCC ExPANSION PEAK DEMAND FORECAST ....................................................................... 10 TABLE 5: EXISTING HCC TRIP GENERATION CALCULATIONS ............................................................. 11 TABLE 6: 2010 INTERSECTION LEVEL OF SERVICE ............................................................................. 12 TABLE OF FIGURES FIGURE 1: VICINITY MAP .................................................................... : ............................................... 2 FIGURE 2: HCC AERIAL ..................................................................................................................... 3 FIGURE 3: HCC EXPANSION SITE PLAN .............................................................................................. 5 FIGURE 4: ON-CAMPUS AND ON-STREET PARKING SUPPLY .................................................................. 6 FIGURE 5: EXISTING (2009) PEAK HOUR TRAFFIC VOLUMES ................................................................ 9 FIGURE 6: fuTuRE (2010) WITHOUT HCC ExPANS!ON PEAK HOUR TRAFFIC VOLUMES ...................... 13 FIGURE 7: PEAK HOUR TRIP DISTRIBUTION ....................................................................................... 14 FIGURE 8: PEAK HOUR TRAVEL ASSIGNMENT .................................................................................... 15 FIGURE 9: FUTURE (2010) WITH HCC EXPANSION PEAK HOUR TRAFFIC VOLUMES ............................ 16 LIST OF APPENDICES APPENDIX A: !TE LAND USE DESCRIPTIONS APPENDIX B: LEVEL OF SERVICE REPORTS Highlands Community Church Expansion I Traffic Analysis February 2009 __ _., TSI~~ Transportation Solutions. Inc. ff The purpose of this limited scope traffic impact analysis report is to identify traffic related impacts generated by the proposed expansion of the Highlands Community Church (HCC) and, where appropriate, outline programmatic and/or physical improvements to minimize or eliminate any potential significant adverse effects of these impacts. SCOPE Of ANALYSIS This report includes a description of the existing and proposed HCC facilities, summary of existing conditions, forecasts of future conditions with HCC expansion occupancy, and our conclusions. Our evaluations of the proposed HCC expansion include analysis of trip generation, intersection level of service, and parking supply and demand on weekdays during the afternoon peak hour and on Sundays. Based on the forecasted weekday peak hour trip generation for the expansion, which is discussed in detail later in this document, the proposed church expansion does not meet the criteria for preparing a traffic impact analysis from the City of Renton's Policy Guidelines for Traffic Impact Analysis for New Development. PROJECT DESCRIPTION Existing HCC Facilities Figure 1 is a vicinity map of the roadways and neighborhood surrounding HCC. Figure 2 is an aerial of the HCC properties, highlighting the locations of the main campus, Renton Housing Authority (RHA) office site, future expansion site, and Golden Pines Apartments site. The HCC is physically located at 3031 NE 10th Street in Renton, Washington. This site is identified as the main campus in Figure 2. The main campus includes a 57,500 SF church, consisting of a 5,395 SF worship center with maximum seating capacity for 600 people, and classroom and office space. The main campus also has 321 vehicle parking spaces. The HCC staff has indicated that typically only 4 75 seats are set up for worship services. HCC staff indicated that attendees generally fill the service to 80% of the seating capacity. The main campus site is served by five existing accesses, two each along NE 10th Street and Kirkland Avenue NE, and one along NE 9th Street. Along with their main campus, HCC also leases 3,166 SF of office space and 60 vehicle parking spaces at property owned by the RHA, physically located at 2900 NE 10th Street (Figure 2). The RHA property is currently used for classroom space for HCC activities and additional overflow parking. The HCC primarily uses the RHA space on weekends and weeknights after 6:00 PM. The HCC is expected to retain their lease of space and parking at the RHA property for the foreseeable future. The Golden Pines Apartments, located at 2901 NE 10th Street, is a 53 unit complex owned by the RHA. The apartment complex shares access off NE 10th Street with HCC and is expected to remain occupied during and after the HCC expansion. Highlands Community Church Expansion I Traffic Analysis 1 February 2009 ~-~ ~Solutions, Inc. Figure 1 Vicinity Map Highlands Community Church Renton, Washington • N TSI~~ Transportation·Solutions, Inc. JJ Figure 2 HCC Aerial Legend r I HCC Main Campus r I RHA Property r I Expansion Site Q Site Access -, Highlands Community Church Renton, Washington TSI~~ Transportation·Solutions, lne. Jg Proposed HCC Expansion Facilities It is our understanding that HCC is looking to expand their main campus to better accommodate their members and serve the surrounding community. The proposed HCC expansion plan, which is limited to the main campus, includes an additional 4,725 SF of worship center space, 328 new parking spaces, and a second access location on NE 9th Street. The expanded worship center space will include capacity for 300 more seats. Figure 3 is the site plan for the proposed expansion. Table 1 summarizes the facilities of the existing HCC buildings and proposed HCC expansion including: facility sizes, worship center size and seating capacity, parking supply, and number of main campus access locations. The HCC expansion is anticipated to be complete and fully operating by 2010. TAB!E 1: HIGHLANDS COMMUNITY CHURCH Ex!STING AND FUTURE FACILITIES HCC Facilities Faclllty Worship Center Parkin!!, Number ofl Size 1 Size Capacity Supply Accesses !,xisting Main CamP.,us 60,666 SF 5,395 SF 600 seats 381 sp~a~c~e~s __ ~5~- Proposed Main Campus 65,391 SF 10,120 SF 900 seats 709 spaces 6 1. Includes 3,166 SF of space leased at the RHA property at 2900 N 1 o• Street. 2. Includes the 60 available parking spaces leased at the RHA property. EXISTING CoNDmONS WITH CURRENT HCC FACILITIES The HCC staff indicated that their peak operating period typically occurs on Sundays between 9:00 AM and 11:00 AM, corresponding primarily with the 9:30 AM service and morning class schedules. Existing Attendance On Sunday, June 1, 2008, HCC worship service and class attendance.data was collected between 9:30 AM and 9:45 AM. During this time period 371 persons were observed entering the main worship facility and 591 persons were in attendance at the youth and adult classes. Existing Parking Supply On-Campus and On-Street Transportation Solutions, Inc. confirmed the existing HCC facilities (main campus and RHA property) parking supply to be 381 parking spaces. The amount of available on-street parking was also collected to identify the amount of on-street parking spaces available to HCC members. Documentation of the on-street parking was constrained to the curb sides in the immediate vicinity of the HCC main campus and RHA property. The HCC staff currently places "No Church Parking" signs along the north side of NE 10th Street and on the east side of Kirkland Avenue NE to deter HCC attendees from parking in front of the residential areas surrounding HCC. There are 78 total on-street parking spaces available to HCC attendees along NE lO'h Street, NE 9th Street and Kirkland Avenue NE in the immediate vicinity of the HCC facilities. A sketch of the existing on-campus and off-campus parking areas is included as Figure 4. Highlands Community Church Expansion I Traffic Analysis 4 February 2009 ~-~ • N TSI~~ Transportation·Solutions, Inc. ~ Figure 3 HCC Expansion Site Plan Highlands Community Church Renton, Washington • N ' ,. TSl/7.#' Transportation Solu~ons, Inc. ff Figure 4 On Street Parking Supply Legend r I HCC Main Campus i: I RHA Property r I Expansion Site = On-Street Parking Highlands Community Church Renton, Washington TSI~~ Transportation Solutions. Inc. H Existing Peak Parking Demand On Sunday, June 1, 2008, a parking demand study was performed at HCC between 9:00 AM and 10:00 AM. Highlands Community Church staff identified that their highest parking demand and attendance occurs during this time period which coincides with the 9:30 AM worship service and numerous youth and adult classes. The HCC staff also noted their 9:30 AM service, like their other Sunday services, is typically only 80% full. Peak parking demand was collected at the HCC campus, leased RHA parking area and along the roadways surrounding HCC. Of the 381 available on-site (main campus and RHA property) vehicle parking spaces 337, or 89% of the parking supply, were occupied. Of the 78 available on-street vehicle parking spaces 30, or 39%, of the parking supply, were occupied. Existing Trip Generation At the HCC, the number of peak hour Sunday vehicle trips generated to the site is roughly equal to two times the observed vehicle parking demand. This assumes that the number of parking vehicles represents the total amount of inbound vehicle trips to the site and within a peak hour generally all of those vehicles need to leave. The assumption is reasonable since the land use in question is a church where typically persons enter and leave the parking area at a certain time following a specific schedule. The trip generation assumption is also conservative since some on-site vehicles may be related to church staff that likely entered and parked and then left the HCC parking area(s) before and after the study period. Therefore, the number of trips currently at HCC during the peak hour, between 9:30 AM and 10:30 AM, is estimated to be approximately 734 vehicle trips, 367 in and out. To better validate the surveyed trip generation values and estimate trip generation during other time periods, TSI compared the collected data to trip generation data from the Institute of Transportation Engineers (ITE) publication Trip Generation, An ITE Informational Report, B'h Edition. The ITE land use code 560, "Church," was used to describe the HCC site, see Appendix A. Table 2 shows the ITE weekday, weekday morning peak hour, weekday afternoon peak hour, Sunday, and Sunday peak hour of generator trip generation calculations for the existing 60,666 square foot HCC. The average ITE trip rates were used to calculate trip generation. The peak hour of generator trip generation corresponds to the trip generation of the church land use. Table 2 also includes weekday, weekday morning peak hour, weekday afternoon peak hour, Sunday, and Sunday peak hour of generator trip generation calculations if the ITE trip rates were adjusted based on the observed Sunday peak hour of generator, or the observed HCC data. The trip generation information presented in Table 2 shows that during the Sunday peak hour of generator the number of vehicle trips generated, calculated using ITE trip rates, are similar to the number of vehicle trips observed on Sunday, June 1, 2008. Thus, the HCC site is assumed to be reasonably consistent with the trip generation characteristics of other church sites surveyed by ITE. To be conservative TSI used the higher adjusted trip generation rates and resulting trip generation values, Table 2, to characterize the vehicle.traffic associated with the existing HCC. Highlands Community Church Expansion I Traffic Analysis 7 February 2009 c_ _ _J TSI~~ Transportation Solutions, Inc. n TABLE 2: EXISTING HCC TRIP GENERATION CALCULATIONS Time Period Trip Distribution Vehicle Trips Generated Rate %-In %-Out In Out Total I ITE Trte Generation I Weekday 9.11 50% 50% 277 276 553 Morning Peak Hour (between 7-9 am) 0.56 62% 38% 21 13 34 Morning Peak Hour (between 4-6 em) 0.55 48% 52% 16 17 33 Sunday 36.63 50% 50% _1,.!!.1..__1, 111 2,222 Sunday Peak Hour of the Generator 11.76 50% 50% 357 356 713 I Trte Generation Adjusted !!SI) I Weekday_ 9.37 50% ?SJ.% 284 284 568 Morning Peak Hour (between 7-9 am) 0.58 62% 38% 22 13 35 Morning Peak Hour (between 4-6 e~) 0.57 48% 52% 17 18 35 -~unday ----. 37.69 50% 5_0~ 1,144 1,143 2,2~7 Sunday Peak Hour of the Generator 12.10 50% 50% 367 367 734 Existing Traffic Volumes and Intersection Levels of Service Renton staff requested TSI collect peak hour intersection vehicle volume data at off-site intersections. On Tuesday, February 3, 2009, during the afternoon peak hour (which is typically the heaviest traffic volume period), and Sunday, February 8, 2009, between 9:00 AM and 11:00 AM, intersection volumes were collected at the Kirkland Avenue at NE 10th Street and Harrington Avenue at NE 9th Street intersections. Existing vehicle volumes are summarized in Figure 5. While traffic volumes provide an important measure of activity on the area road system, it is also important to determine the ability of an intersection to accommodate these traffic volumes. Level of service (LOS) is a measure of an intersection's ability to accommodate the traffic that it serves. The level of service methodology used in making this evaluation is summarized in the year 2000 Highway Capacity Manual. Intersection level of service at the Kirkland Avenue at NE 10th Street and Harrington Avenue at NE 9th Street intersections is summarized in Table 3 and the corresponding level of service reports are include in Appendix B. Both the intersections of Kirkland Avenue and NE 10th Street and Harrington Avenue and NE 9th Street are all-way stop-sign controlled and their level of service and delay are reported, in Table 3, for the intersection as a whole. Table 3 shows that both study intersections operate very well, at LOS A, suggesting that each intersection currently has no level of service or vehicle delay concerns. TABLE 3: 2009 INTERSECTION lEVEL OF SERVICE Intersection Kirkland Ave/ 10m Street Harrington Ave/ 9th Street 2009 Weekday LOS Delay A 9.1 A 8.3 2009 Sunday I LOS Delay A 8.4 A 7.8 Highlands Community Church Expansion I Traffic Analysis 8 February 2009 ~-~ -.-..co I() N -N-m --.i--NNC'? (")..-N (21)20Jj l l.L10(28) (12)16-. -20(25) (3)7•1 t ,r3(7) ..... cJ, (") -co- l() -o -,-..-~ Figure 5 ---N..- (") (") ..... ~~o ..-NN (8)9JJ l LL 16(5) (77)203-. -112(83) (21)39•1 t 1r2s(31) c.o d, ..... .......... ---co co,-..- ~~ XX PM Peak Hour Vol. (XX) Sunday Peak Hour Vol. Existing (2009) Peak Hour Traffic Volumes Highlands Community Church Renton , Washington TSl/7.1' Transportation Solutions, Inc. ~ FUruRE CONDITIONS Willi HCC EXPANSION Future Attendance As mentioned previously, the HCC expansion includes construction of 4,725 SF of additional worship center space with an increased seating capacity from 600 to 900 seats. If all 900 seats were set up for worship service, it is anticipated that the service would still only be 80% full, on a typical Sunday. Thus, the expanded HCC worship center is forecast to draw 720 attendees, on average. The HCC staff has also indicated that with the HCC main campus facilities expanded, their class sizes will potentially have a 25% increase in their attendance levels. Thus, the expanded HCC main campus is forecast to draw 739 class attendees, on average. With the aforementioned attendance level increases at its peak the HCC could have up to 1,459 persons at their future facilities. Future Parking Supply On-Campus and On-Street The HCC expansion is proposed with 328 additional parking spaces, to be located in the area west of the main campus (see Figure 3). The total parking supply for the expanded HCC facilities is 709 parking spaces (391 existing + 328 proposed). The on-street available parking supply (78 parking spaces) is not anticipated to change with the proposed expansion of the HCC facilities. Future Peak Parking Demand and Trip Generation The Highlands Community Church Facilities Expansion report, dated April 2008, documented a vehicle occupancy ratio for worship service attendees, during the peak period, of 1.14 persons per every 1 vehicle. The future vehicle occupancy ratios for class attendees, during the peak period, was developed by multiplying the ratio of persons attending the worship service to persons enrolled in an HCC class ( 1 worship service attendee to 1.03 class attendees) by the future worship service attendee vehicle occupancy ratio. Using this methodology, the class attendance would have a vehicle occupancy ratio, during the peak period, of 1.17 persons per vehicle. The sum of the peak period vehicle occupancy ratios for worship service and classroom attendance multiplied by the future HCC worship service and class attendance results in the future on-site vehicle demand (in and out vehicle trips). The future peak parking demand calculations will be half the vehicle demand, during the peak period, since a vehicle trip inbound and outbound is assumed equivalent to an occupied parking space. The peak demand (parking and vehicle trips) calculations are summarized in Table 4. The proposed 709 off-street parking spaces are expected to effectively accommodate the future parking demand afthe expanded HCC site without on-street spill over. TABLE 4: HCC Exi'ANSION PEAK DEMAND FORECAST Classroom Worship Total Service Attendance: 739 ----'7-=2~0 ____ _c1,459 _ Vehicle ()ccupancy Ratio: ~1.~1~7 ___ ~1 ~· 1~4 __ Vehicles Trips (in/out): 632 632 1,264 Vehicles (parked): 316 316 632 Highlands Community Church Expansion I Traffic Analysis 10 February 2009 ~-~ TSl/,7~ Transportation Solutians, Inc. JLf/ The peak vehicle trip demand, shown in Table 4, for the expanded HCC site corresponds to the trip generation for the Sunday peak hour of generator (HCC) period, between 9:30 AM and 10:30 AM. The future trip generation calculations for the proposed 65,391 square foot HCC were calculated using adjusted !TE church land use trip rates, similar to the calculations in Table 2. Table 5 includes the future weekday, weekday morning peak hour, weekday afternoon peak hour, Sunday, and Sunday peak hour of generator trip generation calculations if the !TE trip rates were adjusted based on the future Sunday peak hour of the generator trip generation data for HCC (Table 4). Each adjusted rate is within the range of trip rates observed and collected within the !TE publication. Table 5 also shows the amount of net new trips (proposed -existing) forecast from the HCC site. As shown in the table, during peak weekday periods HCC is not forecast to generate more than 25 new vehicle trips through the surrounding neighborhood. The City of Renton trip threshold for requiring a formal traffic study is 100 weekday peak hour trips. City of Renton Minimum Parking Standards The City of Renton has established minimum parking requirements for the various land-uses developed within the city. Renton Code states that "religious institutions" looking to expand their seating capacity, are required to provide at least 1 additional vehicle parking space for every 5 additional seats provided by the new construction. The HCC expansion is proposed with 300 additional seats and would need to provide at least 60 vehicle parking spaces (300 additional seats + 5 vehicle spaces per seat). The proposed number of additional vehicle parking spaces, 328 vehicle parking spaces, will easily satisfy the city's minimum parking requirements. TABLE 5: ExlSTING HCC TRIP GENERATION CALCULATIONS Time Period Trip Distribution Vehicle _Trips Generated Rate %-In %-Out In Out Total Weekday Daily_(Existing) 9.37 50% 50% 284 284 568 Weekday Daily_(Proeosed) 14.96 50% 50% 490 489 979 Net New Tries (Proeosed -Existin9) 206 205 411 Morning Peak Hour (Existing) 0.58 62% 48% 22 13 35 Morning Peak Hour (Proeosed) 0.92 62% 48% 37 23 60 Net New Tries (Proeosed -Existin9) 15 10 25 Morni~g Peak Hour (Existing)_ 0.57 48% 52% 17 18 35 Morning Peak Hour (ProEJosed) 0.90 48% 52% 28 31 59 Net New Tries (Proeosed -Existin9) 11 13 24 ...§_unday Daily_(Existing)_~-37.69 50% 50% 1,144 1,_:1_43 __ 2,287 ~ Sunday Daily (Proposed) 60.17 50% 50% 1,967 1,967 3,934 Net New Tries (Proeosed -Existin9) 823 824 1,647 Sunday Peak Hour (Existing) 12.10 50% 50% 367 367 734 --~-- Sunday Peak Hour (Proposed) 19.32 50% 50% 632 632 1,264 Net New Tries (Proeosed -Existin9) 265 265 530 Future Traffic Volumes and Intersection Levels of Service To forecast future year 2010 traffic volumes without the HCC expansion, a background traffic grow1h rate of 6% was applied to the existing year 2009 traffic volumes (Figure 5) to account for the Highlands Community Church Expansion I Traffic Analysis 11 February 2009 '----...J TSI~~ Transportation Solutions, Inc. Jg growth in local and regional traffic unrelated to HCC. The future without the HCC expansion, intersection traffic volumes are illustrated in Figure 6. The net new PM peak hour and Sunday peak hour of generator trips generated by the proposed HCC expansion were distributed to the roadway network in the vicinity of the site based on the locations of major travel-ways, residential neighborhoods, and observations of Sunday traffic near HCC. Figure 7 illustrates the peak hour trip distribution in the vicinity of the HCC site. Travel assignment, resulting from multiplying the trip distribution percentages (Figure 7) by the net new trip generation (Table 5), of PM peak hour and Sunday peak hour of generator net new project trips are illustrated in Figure 8. Future year 2010 vehicle volumes summarized in Figure 9 includes the year 2009 existing intersection traffic volumes (Figure 5), the background traffic growth rate, and peak hour travel assignments (Figure 8). Table 6 summarizes the intersection levels of service resulting from the projected year 2010 traffic volumes. As shown in the table the result of the net new peak hour trips generated by HCC are not forecast to significantly change intersection operations at the intersections of Kirkland Avenue at NE lO'h Street and Harrington Avenue at NE 9th Street. TABLE 6: 2010 IITTERSECTION lEvEL OF SERVICE Intersection 2009 Weekday LOS Delay Kirkland Ave/ 1 O'" Street A 9.1 ==-----','-----"-'-'---. Harrington Ave/ gtn Street A 8.3 I Intersection 2009 Sunday· LOS Delay Kirkland Ave/ 10'" Street A 9.4 Harrington Ave/ 91 " Street A 8.4 2010 S~_n__d.ay LOS Delay A 8.4 A 7.8 201 o su.nday j LOS Delay A 9.6 A 9.7 Highlands Community Church Expansion I Traffic Analysis 12 February 2009 .__ _ __, // --o-r-(") 0 N-..-~~~ (")..-N (22)21-1.J l LL 11(30) (13)17-. -21(27) (3)7*1 f rr 3(7) ,._ ,..._ (") -cs:,-11)-0 -o-il) - Figure 6 -~N (")(")..- Ntii'~ ..-NN (8}10Jj l LL 17(5) (82)215-• -119(88) (22)41*1 t rr27(33) ,._ 6 ,._ ..-N---CO O> O> -..-N -- Legend XX PM Peak Hour Vol. (XX) Saturday Peak Hour Vol. Future (2010) Without HCC Expansion Peak Hour Traffic Volumes Highlands Community Church Renton, Washington // Figure 7 Peak Hour Distribution Highlands Community Church Renton , Washington TSI Figure 8 Peak Hour Travel Assignment xx PM Peak Hour Trips (XX) Sunday Peak Hour Trips Highlands Community Church Renton , Washington --o-,.._ (") ,.._ N-M :;;-M i:n (")..-N (22)21...Jj l LL12(56) (26)18-• -22(40) (3)7•1 t rr 4(33) ,.._ ,.._ :=t. ii,$!2..,-... -oN LO-- Figure 9 Future (2010) With HCC Expansion Peak Hour Traffic Volumes Legend xx PM Peak Hour Vol. (XX) Sunday Peak Hour Vol. Highlands Community Church Renton , Washington TSl,7.#' Transponation Solutions, Inc. ff CONCLUSIONS The following summarizes the major conclusions that should be drawn from this report: • The HCC facilities currently include a 57,500 SF church, 3,166 SF of space leased at the RHC property and 381 off-street parking spaces. The church includes a 5,395 SF worship center with seating for up to 600.and classroom space. The RHA property is leased for parking and classroom space. There are also 78 on-street available parking spaces. • During the Sunday peak period there are 371 persons attending the worship service and 591 persons attending classes. • The existing site has a peak Sunday parking demand of 89%, with vehicles using the main campus or RHA parking areas. The on-street demand during this same period was 39%. • The existing site generates a total of 734 trips, 367 inbound and outbound, during the Sunday peak hour. The site is also forecast to generate 568 weekday trips, 35 AM peak hour trips, 35 PM peak hour trips, and 2,287 trips on Sundays. • The proposed HCC expansion includes adding 4,725 SF of space to the church and 300 seats to the worship center. Worship service occupancy is anticipated to increase by 94% and classroom sizes are anticipated to increase by 25%. • The expanded HCC campus would have a peak Sunday parking demand of 89%, with no on-street spill over parking needed. • The expanded HCC campus would is forecast to generate 1,263 total trips, 632 inbound and 631 outbound, during the Sunday peak hour. The site is also forecast to generate 979 weekday trips, 60 AM peak hour trips, 59 PM peak hour trips, and 3,934 trips on Sundays. • The amount of net new trips generated by the proposed HCC expansion are 411 weekday daily trips, 25 AM peak hour trips, 24 PM peak hour trips, 1,647 Sunday daily trips, and 530 Sunday peak hour trips. · • Intersection operations in the vicinity of the HCC campus currently operate at very acceptable levels of service (LOS A) and are not projected to degrade with the addition of expanded HCC peak hour traffic generations. Highlands Community Church Expansion I Traffic Analysis 17 February 2009 '----' TSI~~ Transportation Solutions, lire. H APPENDIX A: !TE LAND USE DESCRIPTIONS Highlands Community Church Expansion I Traffic Analysis February 2009 '---~ lr~.---e-.. '·I p j ,, 'I land IUse: 560 Church Description A church is a building in which public worship services are held. A church houses an assembly hall or sanctuary; it may also house meeting rooms, classrooms and, occasionally, dining, catering, or party facilities. Synagogue (Land Use 561) is a related use. Additional Data Worship services are typically held on Sundays. Some of the surveyed churches offered day care or extended care programs during the week. Peak hours of the generator- The weekday a.m. peak hour varied between 10:00 a.m. and 12:00 p.m. The weekday p.m. peak hour varied between 7:00 p.m. and 11:00 p.m. The Saturday peak hour varied between 5:00 p.m. and 8:00 p.m. The Sunday peak hour varied between 9:00 a.m. and 1:00p.m. The sites were surveyed between the late 1970s and the 2000s throughout the United States. Source Numbers 90,120,169,170,423,426,436,554,571,583,629,631 Trip Generation, 8th Edition 1043 Institute of Transportation Engineers TSI~~ Transportation-Solutions, Inc. Jg APPENDIX B: LEVEL OF SERVICE REPORTS Highlands Community Church Expansion I Traffic Analysis February 2009 .___ _ __, HCM Unsignalized Intersection Capacity Analysis 1: NE 10th Street (Tuesdall & Kirkland Ave .,)' f;jovement EBL Lane Configurations §ign Control Volume (vph) 9 Peak Hour Factor 0.94 Hourly flow rate (vph) 10 ~irection, Lane# EB 1 Volume Total (vph) 267 yolume Left (yp.!]) 10 Volume Right (vph) 41 Hadj_(~) -0.07 Departure Headway (s) 4.4 Degree Utilization, x 0.32 Capacity (vehlh) 795 Control Delay_(~) 9.5 Approach Delay (s) 9.5 ~P.P.roach LOS A Intersection Summa~ belay HCM Level of Service Intersection CaP.acity Utilization Analysis Period (min) HCC Expansion 2/9/2009 2009 Existing Page 1 -PM PEAK HOUR -• • EBT EBR WBL 4> StOR 203 39 25 0.94 0.94 0.75 216 41 33 WB1 NB 1 SB 1 204 56 64 33 21 23 21 9 13 0.02 -0.02 -0.01 4.5 5.0 5.0 0.26 0.08 0.09 759 643 641 9.1 8.5 8.5 9.1 8.5 8.5 A A A 9.1 A 28.7% 15 -' WBT WBR 4> StoP. 112 16 0.75 0.75 149 21 ICU Level of Service 2/17/2009 "' t I' ~ ! ,cl NBL NBT NBR SBL SBT SB~ 4> 4> StoP. StoP. I 16 19 7 20 24 11 0.75 0.75 0.75 0.86 0.86 0.86 21 25 9 23 28 13 A Synchro 7 -Report HCM Unsignalized Intersection Capacity Analysis 2: NE 9th Street (Tuesda:z'.l & Harrin~ton Ave ..> -"' f -' lijovement EBL EBT EBR WBL WBT WBR Lane Configurations • • §!gn Control StOR StoR Volume (vph) 20 16 7 3 20 10 Peak Hour Factor 0.83 0.83 0.83 0.63 0.63 0.63 Hourly flow rate (vph) 24 19 8 5 32 16 ~irection, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 52 52 96 208 Volume Left (~p_b) 24 5 9 27 Volume Right (vph) 8 16 4 37 Hadj_(~) 0.08 -0.06 0.05 -0.06 Departure Headway (s) 4.7 4.6 4.4 4.2 ~gree Utilization, x 0.07 0.07 0.12 0.24 Capacity (veh/h) 703 724 781 836 Control Delay_(~) 8.1 7.9 8.0 8.5 Approach Delay (s) 8.1 7.9 8.0 8.5 ~Rwoach LOS A A A A Intersection Summa!}'. Delay 8.3 HCM Level of Service A Intersection CaRacity Utilization 28.4% ICU Level of Service Analysis Period (min) HCC Expansion 2/9/2009 2009 Existing Page 2 -PM PEAK HOUR 15 2/17/2009 "" t I" '-. + ~ NBL NBT NBR SBL SBT SB~ • • StOR StoR I 7 63 3 23 124 32 0.76 0.76 0.76 0.86 0.86 0.86 9 83 4 27 144 37 A Synchro 7 -Report HCM Unsignalized Intersection Capacity Analysis 11: NE 10th Street (Sunda~l & Kirkland Ave .,,. -"), f -" Movement EBL EBT EBR WBL WBT WBR Lane Configurations 4o 4o §gn Control StOP. StOP. Volume (vph) 8 77 21 31 83 5 Peak Hour Factor 0.78 0.78 0.78 0.80 0.80 0.80 Hourly flow rate (vph) 10 99 27 39 104 6 ~irection, Lane# EB 1 WB1 NB 1 SB 1 Volume Total (vph) 136 149 96 79 )lolume Left (yp_!,) 10 39 33 19 Volume Right (vph) 27 6 15 5 Hadj_(~) -0.10 0.03 -0.02 0.01 Departure Headway (s) 4.4 4.5 4.6 4.7 Degree Utilization, x 0.17 0.19 0.12 0.10 Capacity (veh/h) 780 755 724 710 Control Delay_(~) 8.3 8.5 8.3 8.2 Approach Delay (s) 8.3 8.5 8.3 8.2 /\P.Rroach LOS A A A A Intersection Summa~ Delay 8.4 HCM Level of Service A Intersection CaRacity Utilization 24.2% ICU Level of Service Analysis Period (min) HCC Expansion 2/9/2009 2009 Existing Page 3 -PEAK HOUR 15 2/17/2009 '\ t I' '-. ~ .,/ NBL NBT NBR SBL SBT SB'3 4o 4o StOP. StOR I 18 27 8 11 32 3 0.55 0.55 0.55 0.58 0.58 0.58 33 49 15 19 55 5 A Synchro 7 -Report HCM Unsignalized Intersection Capacity Analysis 22: NE 9th Street [Sunda:z:l & Harrin9ton Ave ,,,. -"). ., -' f;jovement EBL EBT EBR WBL WBT WBR Lane Configurations 4> 4> ~gn Control StOP. StOP. Volume (vph) 21 12 3 7 25 28 Peak Hour Factor 0.75 0.75 0.75 0.36 0.36 0.36 Hourly flow rate (vph) 28 16 4 19 69 78 Qirection, Lane# EB 1 WB1 NB 1 SB 1 Volume Total (vph) 48 167 68 72 Yolume Left (yp_!!) 28 19 7 10 Volume Right (vph) 4 78 0 29 Hadj_(~) 0.07 -0.26 0.02 -0.21 Departure Headway (s) 4.5 4.0 4.5 4.2 ~gree Utilization, x 0.06 0.19 0.08 0.08 Capacity (veh/h) 772 855 760 795 Control Delay_(~) 7.7 7.9 7.9 7.6 Approach Delay (s) 7.7 7.9 7.9 7.6 ~P.P.rnach LOS A A A A Intersection Summa~ Delay · 7.8 HCM Level of Service A Intersection CaP.acity Utilization 18.7% ICU Level of Service Analysis Period (min) HCC Expansion 219/2009 2009 Existing Page 4 • PEAK HOUR 15 2/17/2009 ~ t /> \. ! .q' NBL NBT NBR SBL SBT SB~ 4> 4> StoP. StOP. I 5 47 0 9 28 25 0.76 0.76 0.76 0.86 0.86 0.86 7 62 0 10 33 29 A Synchro 7 • Report HCM Unsignalized Intersection Capacity Analysis 1: NE 10th Street (Tuesda:z:l & Kirkland Ave -> -" • -' Movement EBL EBT EBR WBL WBT WBR Lane Configurations 4o 4o §gn Control Stop Stop Volume (vph) 10 216 41 29 120 17 Peak Hour Factor 0.94 0.94 0.94 0.75 0.75 0.75 Hourly flow rate (vph) 11 230 44 39 160 23 Direction, Lane# EB 1 WB1 NB 1 SB 1 Volume Total (vph) 284 221 63 69 Yolume Left (~p.t)) 11 39 23 24 Volume Right (vph) 44 23 12 14 Hadj_(~) -0.07 0.02 -0.04 -0.02 Departure Headway (s) 4.4 4.6 5.1 5.1 Degree Utilization, x 0.35 0.28 0.09 0.10 Capacity (vehlh) 783 747 630 626 Control Delay_(~) 9.8 9.4 8.6 8.7 Approach Delay (~) 9.8 9.4 8.6 8.7 ,'\pproach LOS A A A A Intersection Summa!}'. Delay 9.4 HCM Level of Service A Intersection CaRacity Utilization 31.2% ICU Level of Service Analysis Period (min) HCC Expansion 2/9/2009 2010 Future Page 1 -PM PEAK HOUR 15 211712009 ~ t I' \. ! ,/ NBL NBT NBR SBL SBT SBR 4o 4o Stop StOR I 17 21 9 21 26 12 0.75 0.75 0.75 0.86 0.86 0.86 23 28 12 24 30 14 A Synchro 7 -Report HCM Unsignalized Intersection Capacity Analysis 2: NE 9th Street (Tuesda:z:l & Harrinaton Ave .> -~ 'f -' Movement ESL EST EBR WBL WBT WBR Lane Configurations 4o 4o ejgn Control SIOQ StoQ Volume (vph) 21 18 7 4 22 12 Peak Hour Factor 0.83 0.83 0.83 0.63 0.63 0.63 Hourly flow rate (vph) 25 22 8 6 35 19 Direction, Lane# EB 1 WB 1 NB1 SB 1 Volume Total (vph) 55 60 103 221 )/olume Left (~p_!l) 25 6 9 29 Volume Right (vph) 8 19 5 40 Hadj_(~) 0.09 -0.07 0.04 -0.06 Departure Headway (s) 4.8 4.6 4.5 4.2 Degree Utilization, x 0.07 0.08 0.13 0.26 Capacity (veh/h) 692 715 772 817 Control Delay_(~) 8.2 8.0 8.1 8.7 Approach Delay (s) 8.2 8.0 8.1 8.7 ~Rroach LOS A A A A Intersection Summa~ Delay 8.4 HCM Level of Service A Intersection CaRacity Utilization 29.5% ICU Level of Service Analysis Period (min) HCC Expansion 2/9/2009 2010 Future Page 2 -PM PEAK HOUR 15 2/17/2009 '\ t /> \. ! 4 NBL NBT NBR SBL SST SBR 4o 4o StoQ SIOR I 7 67 4 25 131 34 0.76 0.76 0.76 0.86 0.86 0.86 9 88 5 29 152 40 A Synchro 7 -Report HCM Unsignalized Intersection Capacity Analysis 11: NE 10th Street (Sunda:z:l & Kirkland Ave .,> Movement EBL Lane Configurations ~gn Control Volume (~h) 8 Peak Hour Factor 0.78 Hourty flow rate (vph) 10 Direction, Lane # EB 1 Volume Total (vph) 160 ,Volume Left (~p_!l) 10 Volume Right (vph) 28 ~j_(~} -0.09 Departure Headway (s) 4.9 ~gree Utilization, x 0.22 Capacity-(veh/h) 675 Control Delay_(~) 9.3 Approach Delay (s) 9.3 6RRroach LOS A Intersection Summa!}'. Delay HCM Level of Service Intersection CaRacity Utilization Analysis Period (min) HCC Expansion 2/9/2009 2010 Future Page 3 -PEAK HOUR -" "' EBT EBR WBL 4o StOR 95 22 73 0.78 0.78 0.80 122 28 91 WB 1 NB1 SB 1 224 198 107 91 35 21 6 87 5 0.06 -0.23 0.01 5.0 4.8 5.2 0.31 0.26 0.15 679 683 630 10.2 9.5 9.1 10.2 9.5 9.1 B A A 9.6 A 31.0% 15 -' WBT WBR 4o StoR 101 5 0.80 0.80 126 6 ICU Level of Service 2/17/2009 .... t ~ \. ! .,/ NBL NBT NBR SBL SBT SBR 4o 4o StOR StOR I 19 42 48 12 47 3 0.55 0.55 0.55 0.58 0.58 0.58 35 76 87 21 81 5 I A Synchro 7 -Report HCM Unsignalized Intersection Capacity Analysis 22: NE 9th Street (Sundall & HarrinQton Ave _;. -~ f -' Movement EBL EBT EBR WBL WBT WBR Lane Configurations .;. .;. eign Control StoR StOR Volume (~ph) 22 26 3 33 40 56 Peak Hour Factor 0.75 0.75 0.75 0.36 0.36 0.36 Hourly flow rate (vph) 29 35 4 92 111 156 Direction, Lane # EB 1 WB1 NB1 SB 1 Volume Total (vph) 68 358 108 109 ~olume Left (yp_b) 29 92 7 43 Volume Right (vph) 4 156 36 31 ~j_(§) 0.05 -0.21 -0.19 -0.09 Departure Headway (s) 4.9 4.3 4.9 4.9 Degree Utilization, x · 0.09 0.43 0.15 0.15 Capacity (veh/h) 673 794 675 660 Control Delay_(§) 8.4 10.6 8.7 8.8 Approach Delay (s) 8.4 10.6 8.7 8.8 !RRroach LOS A B A A Intersection Summa!}'. Delay 9.7 HCM Level of Service A Intersection CaRacity Utilization 26.8% ICU Level of Service Analysis Period (min) HCC Expansion 2/9/2009 2010 Future Page 4 -PEAK HOUR 15 2/17/2009 ~ t I" '. ~ ~ NBL NBT NBR SBL SBT SBR .;. .;. StoR StoR I 5 50 27 37 30 27 0.76 0.76 0.76 0.86 0.86 0.86 7 66 36 43 35 31 A Synchro 7 -Report ) ) Cramer Northwest, Inc. o Surveyors oPlanners oEngimiers ' PRELIMINARY TECHNICAL INFORMATIC)N REPORT OF HIGHLANDS COMMUNITY CHURCH 3031 NE 101" STREET RENTON, WA 98056 FOR JAY WALLACE 3031 NE 101" STREET RENTON, WA 98056 March 27, 2009 C.N.I. JOB NO. 2008-116 Prepared by Hubbel Ongking, EIT Checked by Larry Krueger, PE 945 N. Central, Suite #104 Kent WA 98032 (253) 852-4880 Fax (253) 852-4955 www.cramemw.com E-mail: cni@cramemw.com DEVELOPMENT PLANNING cm' OF RENTON APR 2 2 2009 RECEIVED ,,,} ··' .. , --;:1 ' I I J I. II. Ill. IV. V. VI. TABLE OF CONTENTS PROJECT OVERVIEW PRELIMINARY CONDITIONS SUMMARY OFFSITE ANALYSIS RETENTION/DETENTION ANAI.YSIS AND DESIGN CONVEYANCE SYSTEM ANALYSIS AND DESIGN SPECIAL REPORTS AND STUDIES VII. OTHER PERMITS VIII. ESC ANALYSIS AND DESIGN IX. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT APPENDIX A APPENDIX B OFFSITE ANALYSIS REPORT DETENTION & RUNOFF CALCULATIONS .. ) ) II. PRELIMINARY CONDITIONS SUMMARY The core requirements of the 1990 Kin,1 County Surface Water Design Manual have been or will be provided as follows: Core Requirement #1, Discharge at the Natural Location: The pre-developed site drainage enters an existing conveyance system on NE 9th St. The proposed site drainage will be detained within a vault and designed to continue discharging in the same fashion. Core Requirement #2, Offsite Analysis: An offsite analysis is provided in Appendix A. A level 1 downstream analysis has been included with this report. Included is an offsite downstream analysis of a quarter mile in distance. No drainage complaints have been found for this site. Core Requirement #3, Runoff Control: The site is within the incorporated area of Renton. A flow control facility will be designed for this project. It consists of a detention vault and control structure. Core Requirement #4, Conveyance System: The new conveyance system will be designed to accommodate the 25 year peak flow at minimum. Conveyance calculations will be provided at a later date. Core Requirement #5, Temporary Erosion and Sediment Control: An erosion control plan will be designed for this site. It will include a stabilized construction entrance, silt fence, seeding, inlet protection, and a sediment trap. Core Requirement #6, Maintenance and Operations: A maintenance and operations manual will be provided at a later date. Core Requirement #7, Bonds and Liall>ility: The owner will provide this information prior to permit issuance. ) _) Ill. OFFSITE ANALYSIS A Level 1 Offsite Drainage Analysis is provided in Appendix A IV. RETENTION / DETENTION AN,1L YSIS AND DESIGN Flow control and bioswale design calculations are provided in Appendix B. V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN The conveyance system will consist of c:atch basins, storm pipes, and a bioswale. VI. SPECIAL REPORTS AND STUDIES Terra Associates, Inc prepared a geotechnical report for this site. VII. OTHER PERMITS No other permits are known to be required at this time. VIII. ESC ANALYSIS AND DESIGN An erosion and sediment control plan will be provided. Some of the ESC measures to be provided are a stabilized construction entrance, silt fence, seeding, inlet protection, and a sediment trap. IX. BOND QUANTITIES, FACILITY :SUMMARIES AND DECLARATION OF COVENANT This information will be provided prior to permit issuance. ) ) APPENDIX A OFFSITE ,!\NAL YSIS .. :) I. TASK1 II. TASK 2 Ill. TASK 3 IV. TASK4 V. TASKS _) _) TABLE OF CONTENTS STUDY AREA DEF'INITION AND MAPS RESOURCE REVIEW FIELD INSPECTIOIN DRAINAGE SYSTE:M DESCRIPTION AND PROBLEM DESCRIPTIONS IIIIITIGA TION OF EXISTING OR POTENTIAL PROBLEMS .. •) ) TASK1 STUDY AREA l)EFINITION AND MAPS ) .. .) ) ) TASK1 STUDY AREA DEFINITION This project is located at 3031 NE 10TH Street, Renton WA. The project site is composed of two adjacent parcels bordered on the north by NE 1 Olh St., Kirkland Ave NE to the east, and NE 9lh St to the south. The parcel numbers are 7227800995 and 7227801023. On site is an established church and parking lot with access on NE 9lh St and Kirkland A.ve NE. The project site will be expanding its parking lot further into parcel 7227801023. The total site area is approximately 7.68 acres. Soils on site consists of (AmC) Alderwo,od material, 6 to 15 percent slopes, (RdC) Ragnar-Indianola association, and (Ur) Urban land. MAPS A vicinity map, sensitive areas map, aerial photograph, contour map, soils map, storm sewer facility map, and an off-site drainage map can be found in the proceeding pages. .. _) ) .. :) ) ) .. " ~ i ;. " // j;/ // (C) 2DOB Kint" CIDVllty JI/ ! I ... Re1nto111 I:':!,. .... ~ ,. " § ~ z "' NEQTHST • ) ) .. ') ) ) lfm :) i-a, ... ~ r~~~--, I_ X ;./ ;/ .,., .1-t tF1 JV ) ) Selected Parcels The Buffer County Boundary Mountain Peaks Contours (5ft dark I 100;500;1000 Othar Highways Forest Production District Boundary Agricultural Production District Boundary Urban Growth Area Line Incorporated Area Streets High"")' Ammls Looo! LE1gend L:?I Lakes and Large Rivers I'/ Streams E;B Tribal I.arid& Parcels ~ Parks Unincorpi,rated KC Zoning t\§j A•10·~l<au'llu,al.on<1DIJ par 10aram l~*i! A.35•Agrictdtu,ai.011A10Upar:15....,. j{~1J F' "fcmm !Ihll M .. Minaral RA•2.5· Rur.llAnlll,ono OU par5ac!"5 RA·S· RmilAn,a,ona DU par5"""'" RA•10• RvnlAna,onaOU par10....,. UR 0 U11!onl1maM1.cmeOUII0'5"""" R·1 • Rmidautial,ona DU""'"""' R-4 ~ Rmidcntiat,4DU ;para:n R.t-Rasidantiat,6DU paracn, R-ll•Rmida!ltial.80Upor...., (contl R, 12. Rasidantial 12 DU par acru R•18, Rasidanti,l, 18DU paracru R,:lll,R.asidantilll.24DU parocra R-48 .J!asidantilll. 48 DU _...,,, MB • Nai&hhorttcwtd DuU!an ca .. Community Business RB • Ragional Bu~n ... 0-Dffioa J • industrial O!har 47°29'59" ) 47°29'47" ) Soil Map-King County Area, Washington (Sois Map) Map Scale: 1:1,730 r prtnted onAstze (8.5"x 11j sheet ...... o re ~ oo oo ~==;;,,,==:ca=m==========~R« 0 50 100 200 300 USDA Natural Reaources 7 I Conservation Service Web Soil Survey 2.1 National Cooperative Soll Survey 1/15/2009 Page1of3 47° 29'69'' 4.,. 29' 4T' \__, ~ \.J Soil Map-King County Area, VVashington (Soils Map) ~ MAP LEGEND MAP INFORMATION Area of Interest (AOI) D Area of Interest (ADI) Solis r=1 .sou Map Units Spec:lal Point Features ~, Blo'Mlut ll!I Bonow Pit * ClaySpol • Closed Depression X Gravel Pit Gravelly Spot @ Landfill A Lava Flow .... Marsh or swamp 1' Mine or Quarry ® Miscellaneous water ® Perennial \Jllater V Rock Outcrop + sanne Spot Sandy Spot -=-Severely Eroded Spot ~ Sinkhole l> Slide orS!lp ,,, SodlcSpot = Spo11Area 0 stony Spot Natural Resources Conservation.Service ll) Very Stony Spot t Wet Spot • Olher Speclal Line Features 'c GuOy Short Sleep Slope ~·~ Olher Palltlcal Features 0 CiUes Water Featurn tml Oceans .. -· Streams and Canals Transportation ~ "QH,o -Interstate Highways ~ US Routes Major Roads ~ Local Roads Map Scale: 1:1,730 If printed on A size (8.5" x 11j sheet. The soil surveys that comprise your AOI were mapped at 1:24,000. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: UTM Zona 10N NAD83 This product Is generated from the USOA-NRCS certified data as of the version date(s) llsted below. Soil Survey Area: Survey Area Data: King County Area, VVashington Version 4, Nov 21, 2006 Date(s) aerial images were photographed: 7124/2006 The orthophoto or other base map on which ttie soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result. some minor shifting of map unit boundaries may be evident. Web Soil Survey 2.1 National Cooperative Soll Survey 1/15/2009 Page 2 of 3 :) ) ) Soil Map-King County Area, Washington Soils Map Map Unit Legend Am; Arenls, Alderwood malarial, 6 to 15 percent slopes 4.4 47 .5% RdC Ragnar-Indianola association, sloping Ur Urban land Totals for Area of Interest Natural Resources Conservation Service Web Soll '3urvey 2.1 National Cooperative Soll Survey 2.8 2.0 9.2 30.5% 21.9% 100.0% 1/15/2009 Page 3 of3 ---------=-===--wv~v~••~••••••~•• . i N ..._ .... ,,___,_ _____ _ -· :... ~ ) r.;;i Ir) '-,.. ~ z ~ N F' ',:t " -~--- = --~--· -!~ ·-..c-- j ~ . L-cc,,,. .. _-::---==o.==···1~ ,--..---. Z/I 31: 3:Sll N£Z1. ! n ) TASK 2 RESOURCE REVIEW ) ,J TASK 2 RESOURCE BEYIEW Adopted Basin Plans and Finalized Drainage Studies: This site is located within the East Lake Washington Basin. Basin Reconnaissance Summary Reports: No known reports are known to exist. Critical Drainage Area Maps: The site is not located in any critical drainage areas. (FEMA) Maps: The site is located outside the 100 year flood plain. Other Offsite Analysis Reports: None were available Sensitive Areas Folio: None of the site is located in or near any sensitive area. DNR Drainage Problems Maps: Not applicable. ") Road Drainage Problems: None. King County Soils Survey: Soils on this site consist of (Ame), Arents Alderwood material 6-15% slope, (RdC) Ragnar, and (Ur) Urban land. · Wetlands Inventory Maps: There are no wetlands located on or near the site. Migrating River Studies: Not applicable. Drainage Complaints: There were no complaints in the area. ) ) TASK 3 FIELD INSPECTION j TASK 3 FIELD INSPECTION A field inspection was conducted on December 9, 2008 to inspect the onsite drainage system of the site. Offsite drainage systems were also inspected downstream approximately 1 /4 mile( s) from the discharge point of the site. The inspection involved investigation of the ten specific items of a Level 1 Inspection per the King County Surface Water Design Manual; 1998. The inspection yielded the following findings: 1. Found no problem at the site. 2. The existing drainage system capacity was adequate. 3. There were no existing or potential flooding problems. 4. There were no existing or potential sedimentation, scouring or . bank sloughing problems. 5. No significant destruction of aquatic habitat or organisms was noticeable. 6. Qualitative data such as land use, impervious surfaces; topography, and soil types was noted and can be found in Task 4 information: ) 7. Information was collected on pipes, ditches, and structures. This information is also included in the Task 4 information. 8. Tributary basins delineated in Task ·1 were verified. 9. No neighbors were contacted. 10. The weather conditions at the time of the inspection was chilly and dry. ) .) ) ) TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS ·) ) TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project is located at 3031 NE 10TH Street, Renton WA The project site is composed of two adjacent parcels bordered on the north by NE 101h St., Kirkland Ave NE to the east, and NE 9th St to the south. The parcel numbers are 7227800995 and 7227801023. On site is an established church and parking lot with access on NE 9th St and Kirkland Ave NE. The project site will be expanding its parking lot further into parcel 7227801023. The total site area is approximately 7.68 acres. Soils on site consists of (AmC) Alderwood material, 6 to 15 percent slopes, (RdC) Ragnar-Indianola association, and (Ur) Urban land . . Offsite Drainage An Off-Site Analysis Drainage System Table is provided on the next page that describes in detail the offsite drainage components at least Y. mile downstream from the project discharge location. Please refer to the offsite drainage map in Task 1 because the map symbols listed in the table correspond to drainage component symbols on the offsite drainage map. \_,, (*) = SEE PHOTO Basin: East La\<e Washington l Symbol ... Drainage ComponentcJype, · · Name·, and'.Size see map Type: sheet now, swale,. stream, chanriel,_ pipe, - · pond;:Slze:·dliiineter, ·.·.surface_ ·area· . Al Sheet flow A2 Catch basin and culvert A3 Catch basin and culvert A4 Catch basin and culvert AS Catch basin and culvert A6 Catch basin and culvert 98-4\inB04 u OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANuAL, CORE REQUIREMENT #2 :J Subbasin Name: Subbasin Number: .Drainage. Slope· . DistanceJrorn ... . Existing Potential .. · . ObservationifofJield .. Comp~rient . site discharge · ·. Prot:iiims Probieiiis _ . ·. . insj,~c;lor; ,res91,1,;# ' Description '<_:. · reviewer; or:fesident • drainage•baslri; vegetation; .%· Y. ml = 1,320 ft. · :constrictions, .under capaclty,"ponding; '' : · lrlb,uta/y area; ll~~Uhood.of,pro_bl"m; · .. · cover; deiith, type of sensitive· .. ' ,.overtopping;:flocding; habitat or: ':i' · .ove,rflc,w pathways; potential lmP.•cts . ·,area, Volul1'1i! ,·. oriianisin destr11ciliin:·scou,1nii; b'aiik: I-.. . ·. sloughing; sedlme~lion, Incision, : '. 1 .':· ' _ -• • ·.: • .:. i-.. _---.i.-:{, / _·: .. ·ot11,k8riislcin· ·_ .. -·' -: .. ·"' · Runoff will flow -1% 0 None None No problem offsite to the southwest on to the existing conveyance on NE 9th St Enters a catch basin -1% 0-293 None None No problem and heads west Crosses under -1% 294-399 None None No problem Harrington Ave NE Tums slightly -1% 399-511 None None No problem northwest Crosses under . -1% 512-590 None None No problem Glenwood Ave NE Crosses under the -1% 591-803 east end of NE 9th PL \_,, \_) 0 A7 Catch basin and Crosses under the -1% 804-1089 None None No problem culvert east end of Ferndale Circle NE then continues west AS Catch basin and Heads north on the -1% 1089-1396 None None No problem culvert west end of Ferndale Circle NE A9 Catch basin and Heads west under -1% 1397-1600 None None No problem culvert two existing homes AlO Catch basin and Crosses under -1% 1601-1660 None None No problem culvert Edmonds Ave NE All Catch basin and Crosses under -1% 1661+ None None No problem culvert existing homes and Continues on NE 9th Pl 98-4\inB04 TASK 5 MITIGATION OF EXISTING OR ) POTENTIAL PROBLEMS J ) ) TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review, no existing potential problems were found. The proposed improvements will not produce a significant impact to the existing drainage patterns once the site has been stabilized and the runoff has been controlled and treated via the detention vault, control structure, and bioswale. A temporary erosion and sedimentation control plan will be created at the final design stage to minimize the transport of sediment-laden runoff to the downstream conveyance system. APPENDIX B DETENTION & RUNOFF CALCULATIONS ) _) ) The following detention calculations were perfonned using StormShed. Project Precips [2 yr] [10 yr] [25 yr] [100 yr] BASL1ST2 2.00 in 2.90 in 3.40 in 8.80 in [predev] Using [TYPE1A] As [2 yr] [predev] Using [TYPE1A] As [10 yr] [predev] Using [TYPE1A] As [100 yr] [dev] Using [TYPE1 A] As [2 yr] [dev] Using [TYPE1A] As [10 yr] [dev] Using [TYPE1 A] As [100 yr] LSTEND BasinlD PeakQ PeakT Event (cfs) (hrs) predev 1.6749 8.00 predev 2.7163 8.00 predev 9.7075 8.00 dev 2.2446 8.00 dev 3.4309 8.00 dev 11.2363 8.00 BASLIST [1YPE1A] AS [2 yr] DETAILED [predev] [dev] LSTEND Drainage Area: predev Peak Vol (ao-fl) 0.6658 1.0700 3.8549 0.7832 1.2017 4.0130 Area Method Raintype ac /Loss 5.78 SBUH/SCS TYPE1A 2 yr 5.78 SBUH/SCS TYPE1A 10yr 5.78 SBUH/SCS TYPE1A 100 yr 5.78 SBUH/SCS TYPE1A 2 yr 5.78 SBUH/SCS TYPE1A 10 yr 5.78 SBUH/SCS TYPE1A 100 yr Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor. 484.00 Storm Dur 24.00 hrs Area Pervious 3.3300 ac Impervious 2.4500 ac Total 5.7800 ac Supporting Data: Pervious CN Data: open space, grass (fair) Impervious CN Data: buildings/pavement Pervious TC Data: Flow type: Description: Sheet lawn/landscaping Sheet grass Sheet grass Impervious TC Data: Flow type: Description: Sheet pavement Sheet pavement Channel 4" pipe CN 90.00 98.00 90.00 98.00 SCS Abs: 0.20 TC 0.42 hrs 0.09 hrs 3.3300 ac 2.4500 ac Length: 25.00 fl 168.00 fl 81.00 fl Length: 365.00 fl 197.00 fl 90.00 fl Slope: 5.00% 2.40% 15.00% Slope: 4.00% 2.00% 15.00% Coeff: Travel Time 0.1500 2.83min 0.1500 17.45 min 0.1500 4.68 min Coeff: Travel Time 0.0100 3.03min · 0.0100 2.44min 36.0000 0.11 min ) J Drainage Area: dev Hyd Method: SBUH Hyd Peak Factor: 484.00 Stonn Dur 24.00 hrs Area Pervious 0.9700 ac Impervious 4.8100 ac Total 5. 7800 ac Supporting Data: Pervious CN Data: landscaping/grass (fair) landscaping/grass (good) Impervious CN Data: buildings/pavement Pervious TC Data: Flow type: Description: Sheet lawn/landscaping Impervious TC Data: Flow type: Description: Sheet pavement Sheet pavement Channel 4" pipe Sheet pavement Channel 12" pipe STORLIST [VAULT] LSTEND Node ID: VAULT CN 86.74 98.00 90.00 86.00 98.00 Desc: DETENTION VAULT Start El: 329.15 ft Contrib Basin: Loss Method: scs CN Number SCS Abs: 0.20 TC 0.05 hrs 0.14 hrs 0.1800 ac 0.7900 ac 4.8100 ac Length: 25.00 ft Length: 365.00 ft 197.00 ft 90.00 ft 205.00 ft 300.00 ft Slope: 5.00% Slope: 4.00% 2.00% 15.00% 4.00% 1.00% Coeff: 0.1500 Coeff: 0.0100 0.0100 36.0000 0.0100 42.0000 Max El: 334.15ft Contrib Hyd: Length Width Void Ratio 68.0000 ft 20.0000 ft 100.00 Bottom area only with infiltration Travel Time 2.83min Travel Time 3.03 min 2.44·min 0.11 min 1.91 min 1.19 min Using a 30% factor of safety, the final vault size was increased to 90' x 20' 5'. DISCHLIST [ORIF] LSTEND .) ) J Control Structure ID: ORIF -Multiple Orifice Structure Descrip: Multiple Orifice Start El Max El Increment 329.15ft 334.15ft 0.10 Orff Coeff: 0.62 out to 2nd: 2nd to 3rd: 1.1800 ft 0.7800 ft RLPCOMPUTE [LEVELPOOL] SUMMARY Bottom El: Lowest Diam: Diam: Diam: 0.00 ft 7.5000 in 4.8000 in 10.4000 in 2 yr Match Q: 1.6749 cfs Peak Out Q: 1.6692 cfs -Peak Sig: 330.33 ft Active Vol: 1605.41 cf 10 yr Match Q: 2.7163 cfs Peak Out Q: 2.7030 cfs -Peak Sig: 331.11 ft Active Vol: 2667 .03 cf 1 oo yr Match Q: 9. 7075 cfs Peak Out Q: 9.6864 cfs -Peak Sig: 334.1 o ft Active Vol: 0.15 acft .. ) J BIOSWALE CALCULATIONS Biofiltration Design: Project Description Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Slope Depth Left Side Slope Right Side Slope Discharge · Results Bottom Width Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number FlowTyPe bloswale(2yr) Trapezoidal Channel Manning's Formula Bottom Width 0.350 0.020000 111ft 0.67 Ft 3.00 H :V 3.00 H:V 1.67 Cfs 4.57 Ft 4.4 .ft' 8.81 Ft 8.59 Ft 0.16 Ft 3.463783 ft/ft 0.38 fits 2.23e-3 Ft 0.67 Ft 0.09 Subcritical Under biofiltration design, a velocity limit of 1.5 ft/s is allowed for a 2 yr flow. The bioswale velocity is 0.38 ft/s which is less than 1.5 ft/s limit. NOTE: For 25 and 100 year calculations, bioswale dimensions were increased because 200' length bioswale was not used. Therefore, per section 4.6.4 of the King County Surface Water Design Manual, in the following calculations, the top width was increased to provide the same surface area as the 200' length. • ') ) ) Conveyance Capacity Check: Project Description Wor1<sheet bloswale(25yr) Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel De~ Input Data Mannings Coalflclent 0.027 Slope 0.008000 ft/fl Left Side Slope 3.00 H:V Righi Side Slope 3.00 H:V Bottom Width 8.20 ft Dischar~e 3.31 els Results Depth 0.24 ft Flow Area 2.1 fl' Wetted Perimeter 9.71 ft Top Width 9.64 ft Critical Depth 0.17 ft Critical Slope 0.019766 ft/fl Veloclty 1.55 ft/s Velocity Head 0.04 ft Specific Energy 0.28 ft Froude Number 0.58 Flow Type Subcritlcal The allowed freeboard limit is 1 ft. The bioswale flow depth is 0.24 ft. The depth of the bioswale is well over 1.24' thus satisfying the requirement. • .. ;) Maximum Velocity Check: ) ) Project Descrtptlon Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Slope Left Side Slope Right Side Slope Bottom Width . Discharge Results Depth Flow Area Wetted Pertmeter Top Width Critical Depth Critical Slope Velocity Velocity Heed Specific Energy Froude Number Flow Type bloswale(1 OOyr) Trapezoidal Channel Manning's Formula Channel Depth 0.027 0.006000 ft/It 3.00 H :V 3.00 H:V 8.20 Ft 9.70 Cfs 0.45 Ft 4.3 ft' 11.04 Ft 10.89 Ft 0.34 Ft 0.016031 ft/It 2.27 ft/s 0.08 Ft 0.53 Ft 0.64 Subcrtflcel Under maximum velocity check, a velocity limit of 5 fUs is allowed for a 100 yr flow. The bioswale velocity is 2.27 fUs which is less than 5 fUs limit. r r r [' r [ r [: [ [ L l. L L L LL. I L ' l I I I : I I I I I I I I I . I I I I 1 GEOTECHNICAL REPORT Highlands Community Church Addition 3031 NE 10th Street Renton, Washington Project No. T-2160-2 I I I ! i ! ; I I ' ! I l . I : I I I i I , \ l i ; L~ C · _____ -.. ~----_____ · .. ·-~----------_______ .'"'T· ·----·------------~~ 1 l .. -.: __ · ___ · .. ·. ---. --·---·-------------------·· I I. I. ' I I I ! I ! I ! , I l i II I ·1 I r I ! I j ' Prepared for: Highlands Community Church Renton, Washington March 2, 200·9 I I I 1 ! .! _____ ---. -----· . --. ·--------·. -------.--.-. ---------.---------. ', --------··-----~--'-''-.--.. ---------e-·--·-' ---"----·-·---· ·: ·····--~-·--··---··---·------ I ! ' ' I , ' i I ' l ; 1 ! I • I I : I . I I I ' I r i i ! i f ' ' . r ' ' . ' i J l - i. i ' I I ' ' : ' ' I ·' I I I I l f [ I I { t I ! ! I lf[E~~A A§§O(~Alf[E§, ~mHc. Mr. Larry A. Maison Ministry Operations Director Highlands Community Church 3031 NE 10th Street Renton, Washington 98056 Subject: Geotechnical Report Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Highlands Community Church Addition 3031 NE 10th Street Renton, Washington Dear Mr. Maison: March 2, 2009 Project No. T-2160-2 As requested, we have conducted a geotechnical, engineering study for the subject project. The attached report presents our findings and recommendations for the geotechnical aspects of project design and construction. Soil conditions observed in the test pits consisted of I V:, to 5 feet of loose organic fill material overlying medium dense to very dense silty sand with gravel (weathered and unweathered glacial till) to the termination of the test pits. The exception to this was observed at Test Pits TP-103 and TP-105 located in the north end of the site west of the paved parking lot. Soils observed at these test pits consisted of medium dense to dense sand with silt and sand underlying 2 to 2 V2 feet of loose fill material. The native sand appears to be recessional outwash. Soil exploration completed in 1992 and 1993 for design and construction of the western classrooms and gymnasium observed soil conditions similar to those observed in Test Pits TP-103 and TP-105. In our opinion, the existing fill could be left in place for support of new asphalt paved parking and access areas provided it can be re-compacted to a firm and stable condition. The existing fill should be removed _and additional building foundations supported on the competent native soils below or on new structural fill. Soil conditions favorable for infiltration of s_\ormwater are present in the northeastern site area, 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821-7777 • Fax (425) 821-4334 r· I ' . I ' . ·r -,· -" I ., -. I;, L L .L L .. Mr. Larry A. Maisoµ March 2, '2009 betailed discussion an'd recomme~daiions regarding these conditi~ns al~ng with other geotechnicai design and · construct.ion issues, are summarize.d in the attached report. We trusUhe information prese;,t~d is sufficient for · your current needs, If you have any .questiims or r~quire additional information, pl~as'e call: Sincerely yours, . TERRA ASSOC:::IAJES, INC .. cc: ..._. . •J Project No.:T-2160-2 · · · P~ge No .. ii . r -. . . . ,,.~-.. l · 1·. ' .. 1 ··. ··_ I : . I L I . ' ·'· ',, , .. ' . [: . ' . , . _· . . . ' _,_,'· .. L L '1.0 . . 2,0 . 3.0 4.0 5:0 Figures . . TABLE OF CONTENTS . Page No. I~!;iJZ~~t{:i:~:~:::::::::::::::::::::::\:::::::::::::::::::::::::::::::?::i::::::::;:'.:::::::::::;;:::::;::::::::::::l::i . _3.1 Surfac~ ....... , .... :,, ....... : ....... : .. : ........... , .... : ............ : .... : .... , ... : ... :.; ... :: ....... :.: ....... :. .... : 2 ~J a~~:tl1:c:;~;::::::::::i::::::::::::::::::::::::::::::::::::::::::::::::::::::::;::::::::::::::::::::·::::::::::::: I - . ~ologi~!::C~~::::::::::::::::;:::::::::::::::::::::::::::::'.::;::::::::::::'.:::::::::::::::::::::::::::'.:::::::::::::::::: ~-. ~~~ussi!i:l!i~~~;f f ~f '.'.~~~:::!:::::::::::::::::.:::;::'.:::::::::::'.::::::::?:::i:'.:::::::::::::::::?::::: . ll ·· ~!~/Z;?••••·••·••••••·••·•••••••••: \•; i i t ?·•.i· , 5.6 Stormwater Infi1trat10n, ...... · ............ , ............ : ... , ..... ,,, ........ , ............... : ......... , .... :.:7 5. 7 Drainage·, .. :: .. :.: .. '. .. , ... : .... :, .. , ....... : .... ,., ........ , ...... : .......... ,;; .. : .... :. C .. : .............. : .... :. : : 8 5 .. 8 Utiljties,: .............. : .................... : .................... :., .. ,: ... : ...... :.: ........ ,: ...... : ............. : ... 8 5.9. ·.Pavement., .. , ........ , ............. :.: .................... : .... :.:::: .... , ....... : ..................... : .... : ...... : 8 Additional ·services .... , ......... : ......... , ................. : .... : ..... : . ..:: .... :.:.:,,.: ....... : ... : .... : ................. 9. Limitations .... :: ........ , ..... : .. ,.i, ..... , .. , ........... ,.:, ......... :,: .. :.:: ..... : .. ,'. ........... ,.,.,., ... i.;., ........... , 9 · Vicinity Map ........ ,: ..... ::./., ... : ...... _ ........ :·:.: .. :.:: ....... ,, ......... ::.,: ..... , ...... :,.,:.-·.:.:: ..... , ....... , ......... ,:Figure' 1 · .. Exploration Location Plan,: ......... .' .... : ........................... : .... : ........... , ... , ........ , ................. : ....... Figure 2 ' . ' ' -~ ' . . . ' ' ' . ' ' ._ . . . Fi~ld f:xploration and Labora;tiryTisti~g .. ,.:, ...... : ...... :.: ....... : ....... :, .. : ... : .... ,., .... ' .......... :,.,.AppendixA · Previous Field Exploration ... : ... ,:: ... : .......... , ................ : ....... ,:_ .... : ................. : .................. : .. AppeiidbrB. ' ,, . , •' ... f r l .L f 1.0 . . . . .. GeotE!chnical Report. Higlilands Community Church Addition . . 303lNE 10th Street. ·Renton, Wa'si:iington PROJECT DESCRIPTION ' . The project consists of addiiionr on the west anc:I south sides of the existing i:Jiurch and expansion 6f the parking . lot to the wesiof the existing paved area. The we;tem addition wiH be a tWo~story Christian Educatio9 wing and . . the south .addition an expansion of the ·lobby area. The new impervious surfaces wiU be accompanied wiih'.new . stoimwater control facilities, Ah .presently plann,ed, the stormwater 'facilities. are .being. designed io discharge sto11nwater .in whole or in part by inftltraticin, ' ' ' ' ' ' ' I As we understand, the infiltration faciiities will consist ofinfiltratiim tre'nche& thit will be located under the new · . parkitig lot Exact design details wete n~t availabl~· at the time 6fthi~ report. , •· . . , ·, We expect thai th~ Christian Ed~cation buHdihg wi!Ibe two stories in height and 'cci~~truct~d at grade. The lcibl5y expansion is' also expe~ted to be' construcied at grade and maich the, current height :cif thi.chu,rch; ·structural .· lciadin'g should be relatively light; with b~aririg \¥ails carrying loads of 2 io 3 kips per foot and isolated columns .· .. carrying maxumim loads of50 to 60 ldps. . . . . . •.'; . ·-.. . . . •. tlie recomme,ndat,ions in thefollowing s~ctioris of thi~ report are base~ on our understanding of the preceding design features.· We should. review design.drawings as they .bec~me avai!ab.le. to verify that our recominerid~tions ·,-' .hkve been properly,h1terpreied and to·;uppie~ent them, ifrequited. . . .· . . . ·· · · · · · '· · ,r · · · 7' · ' , ... ', ·-.· i , 2.0 . SC,OPE OF WORK ! ..... out scope.of work ~as completed iii ge11~ra1 accci~dance with our authorized p~oposa! dated January 30, 2009. '. .. '.The original scope 6fwotkentailed five iestpits:and three f~lling head percolation tes\s .. Based cin sciiJ.conditions . . 1 .. _,·.·. . obse~veci, the scope ofv.:o*,wai exp,;ncied to sev~ri test pits and four falling ~~aa _perc91aticin tesii. using this. ·· .. data, along With existing data compiled fr9m 9,ur previous geot~clmical studies cif th~ ~ite compietedjl) 1992 and 1993, we performed analyses to develop geotechriical reconuneridations .foi-project design, aridiconstruction. speciticany,.this repoft actctressesthe foilowing: . · · . . · .· . .· · . . L l . _: .. l l' '' ··.' -. .L .. " ' { l '.'- ' ,:': . ' . . - ' ' L . ', ' . ·-' . • . Soil and groundwater conditions·· '·.·· . . . ...... , . • Geologic hazards , .. · ·. • site Jirep~aiion and grading • Excavat(on . , • . Stoi-mwateririfilti-~tion · . ,•. · Foundati9n sl!pport • . Slab,on,grape floors. · ,•.· Drainage' • • Utilities . _ o . Pa veffiert'i:s l r I March 2, 2009 . ProjectNo.T-2{60-2 ·. · . .If shmild be noted that ,iecomniendaticms _oudined in this report regarding drai~age ~e associated with soil ' strength, design earth pressures, erosion, and stability. Design ~d perfoi:inance issues with respect to moisture as . it relates to the ·structure environment (i:e., humidity, miidew, · mold) is beyond Terra Asso~iates' · purview. A , ·._ • -·, •• . , ._ • • • ,, • • -•• ·. ·,. I • • , • • ' .building envelope specialist or contractor should_ bi:-consulted tiJaddress these issues, as Iieede_d. . . ,. . ... . .. . . , . . ' ,-:3:0 SITECONDIT~ONS Surface . . .. · I : • ... The project site is locaied at 3031 N:E 10th Str~et in'Renton_, Washin~ton. The app;oxi~a;e,site locat'.on is sh~w~ .· . on Figure I. . · I' - The site is rectangular in shape ~nd consists of the existing paved parking and open grass. covered fieidwest of the .. • . ·_·. Highlands Community Church structure. _· The sit; is generally ri~i with a. slight slope from south tb north along ·.· ·. ihe parking lot The existing' church structure is located in the northeaste,.;., area for the i,~eriin church camp~s. , ..... _The structure i~ ccmstrucied into a slo~e that descends from ;he' conier of NE 10th Street and Kirkla~d Avenue . . , _. . w~st io\he base of the.Educatiim CenteL Thi~ slope ha~ ari o\i~rail relief of apprbxjma;ely t!c'n feet: .:The site is:· ·. bo~deredby apartments il!]der con~trilcti~n io the west, NE:!Oth Streeito the north,•Kirkland Avenue to the e~si,. •. -and NE 9th Street to the south, . •. ' L: 3.2 Subsurface [ ., , ~oil c.onditions observed in the iest pit~ ciiilsisted o( 1 _% to 5_ feet of lc;>ose organic fil_l mater.la! ovetlyii;ig medium .· · . ··. : dense to very dense silty sand with.gravei'(weathered and unwi;_athered glaciaJ till) to the temrinatioQ of the test · · .. glts. The exceptia"ntb this wasobservedatTest Pits Tk0 10J and TP~105 lo,cated in. the north endof the site west. , ·._. of fu,e paved parking lot Soils observed ·at these test piis co~~isted .of medium 'denw to derise sarid \viib,silf'. and _ . sand underlying 2 ici 2 V2 feet of loose fill maieriaL The na\i~e sand appeared to be recessional ouiwash. . . · . :-,-~: ·< .. ·· :, , .-... . · S9il exploration completed. in . 1992 and '1993 . for -design and COl).~tru~tion of t!)e' ~estem classrooms and · .. ' gymnasi~,;, i~dicate the no'rtheastei;n site area is. undedain :by six to terifoet .ofloos'e ti:i ,;,edium' densi(fili iraterial l , . ·, nverjyirig m~dhim,dense to dens~ s\lty sand o\ierlying dense to v~ry· den_se saf!d .. The dense sand obse~ved be.low.: -· . :ili,ifill is·•consisterit with the native sand curren_tly,observed inTest Pits TP,10~ andTP-'ios. . . .. . L . . . , The Ge~logic Map:ofthe Renton 'Quadrangle, King County, W~shington;' by D.R. Mullineaux (1965)1I)3.pS. the . sit~ ,~s Gr6uiid m~raine Depo~iis\Qgi) ..• iliouncl nioraine'Dep~sit~. i~ ·defined 'as till with 'sand. This mapped · . ' . ' . ' ·· despription is ·consistent with tjle native soils we observed in the iestpits, . " "'· l .. Th~ ~~eceding di~cussion is intend6d t~ be a ge~etal re;iew cjf,the ~oil ~~ndi\ions enco~tered. For rilnre detailed · t _ . sr:t::~~o;: ~'.ease refer to the Test P_i,t L()gs in Appendix A and the J992 and ,1993 Test Pit and Test ~oring Log ( L'--'- Pag~ No. 2 l - f/, I r··. l : ' r L l :-' 3.3 . Groundwat~r . March 2, ·2009 Project No. t:2160,2 We di.d.not observe any .groundwater at the time of our ~xploration. However, the we,atllen:d soils overlying the dense to v~ry dense .tili were generally mottled, indicatin~ that a seaso~lll pe~ched groundwawr table develops at .·· · times .above the relaiively'impermeable, imweathered till .. Perched grc:,uridwater]eyels arid flow rates will fluctuate 'seasonally and typically ~each their highest 'ievels.duriilg and 'shortly following the, wet winter/eariy, spring mri~ths' . ' ' . . : .-· ·.· ', .-.-. ! . . . · (October· through May). Considering the time ofye,ar that we performed our field work, it does not appear that a . prriminenl perched: groundwater table develo11s at the site.. . . . . . · 4.0 GEOLOGICHAZARDS · 4~1 · · . Seismic ·, B~sed on soil conditiori~ observed in the test plt~ and our knowledge c:,f'the area geol~gy, pe; Chapter ~6 bf the. . 2.006 International Building Cod~ (IBC), site class ''.C".should be.used in structural design. . . . . Seis~ic Design Parameters (IBC i006) · ' ' ·, .. ' . ,' , ... · . . ' ' Spectral:Response accelei-ation'(-Short.Period), ·Ss ·. 1.423 Spectral Response acceleration ( l '. Second Period), S 1 '' 0.486. Site Coefficient; Fa ·' ,, . .,_: '·· 1:000 ' Sife Coefficieilti Rv ' ' ' -1.314 Five percent damped· :2. second period; Sds -0.949 Five percent damoed l .. O second period, Sdr ·. 0.416, ' ' -I '/' 1'. . ' i V a.lues, d~tennlned using the Ul)ited, SU!t~s' Geological 'Survey' (USG~) 'Grrnind Motion Parameter' Calculator ' , :a~ce~sed on 2~25-09 at tli~ web site htip://eaithtju~ke.usgs,gciv/research/hazmaps/desigp/index.php;' · ' , .. ,• Li~uefaction r · [ ; ' ' Jiquefactl6n is a phe1lOI)lenon where there is a reduction, or complete Joss of ~oil stre~gth d~e to: ari increase in - ' water p~essure induced by vibrations. :Liqu~factioµ mainly affects g~ologically recent deposits of. firie-grained ' l' : . )and that is below _the g~ou~dwat~r tab!~. soil~ of .this nature deri,ve ,their strength from intergranuiar friction .. _ -.. The ';ge~eraied waief pressure or por~ pressure; ess~ntia!ly ···separates. the. ~qi( grains .. and elinri~aies. this .. ', ' intergr~nular friction; thus: eiiminating the s~irs stningth. ' .. · ' ' ' . ... . . . ., -. . . ,._ I . : .· . Based on the s.oil anci groundwater (:onditiri11s we observed, it is our opinion that.the hazatd for liquefaction at this sii~ ciuring an earthquak~ ai_id its associated ri*:.o. rimpiicts is negHgibie. . . ·• . . . . . · . . . -. L · 0 4j ·' . Erosion Hazards l .· The soiis ericouriiered onCsite are clas;ified as Ragnar-Indianola associaiicm (R<lC), k:ents, Alderwood material 6 ', . _ •.. , to ;15 ~e;bent slopes (AinC), and Urba~ l,arig (Ur) by ihe United-States •Department of Agric~Iiure ~oil·. · · Conservation Service Soil Classification System. With'.the existirig•§lope gradients, these soils will.have a sHght . ·L.' 'to m~de~ate potential for erosion when exposed.' R~gatdless, e;o;ion proiectio~ measures a~ tecjuired byt(ie City ' · · 'ai Renton wi1i -n~ed to be i~ pia~e prior to starting grading activities-on th~ site .. This wouiil inciuile perimeter silt ( fe'.1ping to· contain er~sion on-site and ~over ·;;.easures tq 'preve~t or reduce soil erosion d~ng and following · . L ': ·~;!!~~ctfon. . . I ~ ( r I 5.0 · · DISCUSSION AND RECOMMENDATIONS 5.1 General March 2, 2009 Project No. T-2160~2 · Bas~cl on our study, .ihere are no geotecliI)ical con~ideradons th.at would pieclud~ df!veloj:,merit of th~ site, as currently planned.· The .. Christia:nEducation·center and lobby expimsion can be supported oncon~entional spread footings bearing on competent-native soils observed below the existing .f!ll. soils cir on riew. strui:;triral fi!Lplaced and ~omp~cted above tl!ese !1ative soils. ,Pavement and floor slab$ can be similarly supported. . In our opiriion; storrnwater can be managed using properiy designed infiitraiion trenches in the northeast comer of the site in the vicinity i,f Test Pits TP:103 and TP-1()5. The predominant glacial till·solls ol:i~er~ed in the central and southern site ,area~ are . fela;!vely impermeable and would . not support discli~ge 6f. stoniiwater : using ·.· I : · . infiltration. . The existirig.fiH and glacial till soils contain a. stifficierit atnount of fines (silt-anci"c!~~,sized particies) that will ! . . I tnaketheirt difficult to compact as .structurai fill when too ~et or too dry. Ac_cordingly;_the ability· to 'use the soils· .. from site excavatiqns as stmcturaifillwill depend on their moist.ure cqnteni and the p~evailing ~eather conditions .. · at. tlie time of construction .. I(grading activities will take plice during the ~inter season, the ownershould be prepared to i1npoii free-draining griuiular ~aterial foi·use aS'Stru~tur~lfill and backfill.. . . . . -. , .. ' .-·· : . . . . .. : . _· . : . -; , . ,. ..·. . . Th~ foll9wing .sections prdvide cletailed ,reCOJlllllenclations regarding the prececllng issues and oiliei geotechnical [ : :~ .. · design considerations .. Thes'e recominenclaiions should be ·incorporated· into. the final desi~n' drai-ings and. · construction specifications.· . . . -. . -. . : . . L · 5.2 . • · · Site Preparation and Grading l ,._· . :ro 0 pi"ep~e the site fm construction, aHorganic iopsqil should be stripped and tetnov~d·from th~ site. Surface . stripping depths of aboutone to -two inche~. shmild be ·expected to remove the :organic surface soils. In our . . 'opinion, ihe existing fill material~ observed inlhe test pits cciuici remain i.n place as ~ stibgrade fo; the parking lot 1 ·. . prci~i&d they can be tcim~a~ted ;6 a finil ~rid unyielding condition. Once stripping op_erations to rem6ve the ·' islrl~~~ -~egetation°and tiipsciil are ccim!llete, tut.and fill operaticins can be initia\e~:io es\liblish des,ir¢ building •, ··1 · ·. . gradi;s: Prio_r to·piacing mLor building construction; all exposed bearing surfaces shotilcl be observed by a . . . . . repte~eniative of Teri-a Associates to verify soH coriditio~; ~e as 'exp~cted and suitable'tor suppprt bf new .fiJi or . ·· dir~tt stipport cif pavement and building fdimdations and floor, sl~bs. ()ur reJresentativ~ may reque~t aprocifroll l '\ ·,.' tis,ing heavy rubber,t\red equipnient to deterinine if any i;olatect'siift itild yielding areas are 'present. !( excessively . yielding' areas are observed, arid tl)ey cannot be stabilized in place by conipa~tion, th~ affected soiis shm1ld be •. · excax~i~ and removeci io firrnbearing and grade te~tornd,wi\Jl ne~ ~tructura1 fi!L 1n pavement ar~as; if the d~pth. · L. : ' cife,i~avation to remove .unstable soils is exces~ive, the tis~ of geoteX:tiie fabrits; such as Mirafi 500X, or an , · ...•. · equi~a)eilt fabric, can be used iil conjunction with clean granular 'structural :!iii. Our expeiierice has ·shown Oiai, m . I :.,. . iieiier~r. a minin:mm otl? inches of a. clean, ianular .struc\ural .fill placed and tciinpacted ~ver the geotextile . c : · fabric sho\11c1·establisha stable bearing surface .. · · ( . ···L'-. Page·No,4 , : . . . I . i -... ,· March 2; 2009 Project No.T02160-2' Organic top~oil, vegetation debris; or uristabie organi~ fill 'materiakleared froin· t!Je she will not .be suitable tor .. · use as structural fill, but may be used forlirnited d_epths in nonstructural areas: The asphalt _and concrete remo~ed fro~ thebuiiding addition areas can be crushed and reused as structural fill. The abiiity to use native glacial till . ' soils derived from, site excavations.as struchrral fill.will depend onJts moisture content and the pre~ailirig weather ,, ' • conditions attJ:ie tiwe of constiu~\ion. 'If soils wei of ~ptimum irre e~cciurit~red, the ccin~actq~ will need to dry the ·,' . soils by-aeration during dry. weatlier conditions to. facilitate bohipaction:> The sarid outwash observed in tlie northeastern. site area should• be 0 'suitabie for use as structural·, fill and, trench backfill during mosrweather ' ' ~ . . ;, ~ -·· '· conditions. ' ,,._. ' , .. ·. '' ' If grading activities are planned during the wet w~ier _months, or if they are initj~ted duririg the summer and •. extetrd into fan atrd winter, tlifowri~rshciuld be prepared to iiµport wei weather structilral fi!L Fi>r this purpose, -;e.-reccmuriend importing a gr~nu1a/soil that meets theJonowirig gradi~g requ~~~nts:' · . . . .. . I . ' ' ' ' . ' ' ' . ' ' . . ' \ '.·'~·. , -. ·· · U.s; Sieve.Size Percent,Passing . •·· 6inches. . . .. ··. :< 100 -.:•iO : ,, . No. 4 , • 75 maximum, . ) ' . . . No: 200 . 5. maximum*, . . I . : .* Bas.ed on the 3/4-inch fraction. · ' ~ricir to use, Terra Associates, inc. should ~xamine and. test ai(rniterial~ impcirted to th~ site f~r u~~ as structural f' . fill. ' . ' ·, . ' -' ' ' ' ' ,• ' ' . ' ' . '' ' ' . .:. • .• siructura1 fii1 sllou1d be placed in uniform 1oose !ayers (lot ex2eeding 12 inches and compacted to.a.minimum of , .. , ... , .-'. . ·" · • ._ -. , 'c , ·I· . , . , · . .. . , ·r 1 --. 95 .percent of the.soil's maximum :dry,,density, as determined by American Society' for Testing and Materials· (ASTM/Test Design~tiori D~98 (Standaic!Procto;), The nioisture cont~nt of the soil at th~ tim~ of cdmpactiori · . <.'shimld,b~ Withiii t;o perce11tof iis 6ptifu.tim; as det~nniried byihis:ASTMst~dard: In nonstructurai ~e~s. the · . . , ' ·-.• ,· .·, -: . ' .. · . '-. . .:· ,_:· •· I" . ,·' . degree of compaytion can be reduced to 90 perce?t. · . . · . l. •·· .. /5,3 ' 'Excavations _. I : ":~;i, ~xcavations at the. site asso~iat~d ~ith confined spices. su~h as: utility tt,foches. niust be· completed in ; ',: a~~oraa:nce witli Iota!, state, 'lind fede~J requirements.· Based_ ori . rb~ui~tions o~iHned .in the Washj~gt~n ' I .... ·:.fi,ldristrl~l Saf~tyand Health Act(\VISHA:), lh!l fBI material intJ:ie ilpperj2 V. to 5 f~~t and the 9utw~sh soiis at t,he, ; . :. sit~ w6uld be d~ssified as-Type C .• The underlying deil~e to very de.rise uriweath~red tiH ~oils Would be classified · I,: .... · . ,' ·. ,' "•' '., ·-. '., J , ": , •• :'" ",·· • , • ,. : • • •• ' '., as.Type Asoi]; " · .L·· .... " Acccirdirigly, temporary excavati~risj~ Type C soils sho~ld h~ve th~~ slopes)aid 0 back ~t an 'inclination' of ;is: I ' l '·. ,.' ... -·(Hori.zbrit~l:Verticai)-or. flatter, frcini th~ toe.to the. c~est 6f ihe slop6. ,Sld~ slope~ in Type A soils ·~an be 1Jci b~ck ' '. •,' at:a slope focliril!,tion of 0. 75; 1, o'r :flatt~f. For temporary exca_ya;iori sl()pe~ less ilian eight feet in, height in Type ,A ·.· . -··. -i) soilsithe lower ,3.5. feet cari be ctif fo a vertical condition; with a 0.75: 1 sfop!l g;aded above. -· For terripoi'ary . ·. L .... ,,.~. x.~a~~.'.i~n slopeidess. th~ l~f~!:in~~iglit; the sloPt: above th~ 3c,5:r~~{ v~rtical porlio~ ~ill need t.o bel~~ back. · . . •. ·: at a nmnmuin slope. mc_Iinat10n, of-J :1. All exposed slope •faces· should. be covered with a duriible remforced · -:( 'p_ia§tic \D~mbiane during constn'.ic:'ticin to prexent sl~pe ~aveling and rtlt~ng during periClds :;;f precipiJatio!': ' . • ' .• ' L'-· .. . . ·. . . . .. , . L ·. PageNci. 5 • .• ,< r l l [ r r: [ ·. L l ::. I. · . March 2, 2009 Project No. T-2160-2 The above information is provided solelY for ·the benefit of the owner and other de~ign ccinsuitants,and shouid not be construed to imply. that Terra A~sociates, Inc. assumis r~sponsibility foi job site safety. It is understood.that job site .safety is tlie soleresponsibility of the project.contractor. . . . 5;4 ' Foiniciation~Support .,, The CbJistian Ed~cation _center and the ltibby expansion may be supported ·on . conventional spread fo~ting, •. fciundatiotis'bearing' oft tompetent native soils or.on strubtural Jills;.placed above competent native soils. F011~datlon sub grade snould be prepared as recoIDIIlended in Section 5.2 of this r~port .. Perimeter foundations : . exposed to the weather ~liould bear a rrtlnimum depth of 1.5 feei below finarexterior grades for frost proteciion. Interior foundaiion; c:in jie constructed at any convetiienldepih below the flpor slaji. : · · · · · · Ftiµndatioris can b~ dime11sioried for. a nt;t aliowable bearirig c~pacity of 2,500 pounds per square foot(psf). For short-term loads, .such as wind ancl: seismic, a cine-thitd:i11crease in .this' allowable i:~paciiy, can be, used .. With. :sinict~aJ loading as·ariticipated.and thls bearing stress app 0 liecl; estiin'ated to;! settlements are iess,tqan one'.half ··inch, · ...... ·, · ... · · · · ·· ·. · ·.· · · ' ..... '· ·· •·.· · · ·. . ... -. ' -~ ,·: l' .j,& .designing .foundation{ tci resist laterai°l~ads, a>bas~· friction coefficient• of 0.35 can be used: Passive earth ptessures ~cting o\i the side of the footing and buried·~ortion of the found~tiori ~tern wall can aiso b~ consi_dered. . We recommend cakui~ti~i this lateral resisiance using an c;tjtiival~rit fluid \Veight 0~ 350 pcf. 'We recommend not iriduding the upper 12 iiiches ot'soi] iri th\~ corilputatiori bec~us~ they cah ~ affected by weather or clisturbed by .. . ', fut~re grading acti viiy .. This value assm:ti!!s the foµ~dation win 'be constructed neat against competent natjve soil . Of· backfillecl with-structural. fiH as described iif Section 5,2 of this ;report. The values recotnmerided include a ~~fetyfactiirbfl:5, .•... ,', . ·.·· . '. ·.· ·. ,. ,·. ·.. .. . . ·, ' . . 5.5 ' ' Floor SI~bioi1~Grade .. [ ·. . Slab-on'grade ·floors may be supportect·on subgrade prepared as recommended-in Section. 5.2 of this report. . . .·' lniitiediately,beic.iw the' floor'slali; we recommend. placiriga four 0 inch thick capillary 1:>reak layer composed of. -.·, . de~ •. c9arse slrici ,or:fi~e_· grave\ thilt .has l~s~. th.an thre~ peicent pas~i~ltli~ No: 200, siev{ This material will . 1- -·.· ' reduce the potel)ti~lfor upwai'd capiliary mo~enierit of water throµgh the uriderlyiriir soil and subsequent wetiing ' .. . ·bf the flo<lr slab, · · · · · · · ' ·· · · · · · · · · · · · · · · ·. · · l-·. _·• : fhe capillary break layer .wm ncit preveµt moistll!e.intrusi,on ilirough tiie sl.a~ caus~d by \vaier v~por transmission. : cWtiere rrioisture_bf vapor trahsinission is undesirable, sticli ~s b<lvered·floor:ai!ll1S,: a (;orrnn()npractict; is to place a .. l .•.... ·; . ; . durn!Jle plastic. meriJbr,alle qn tile capiUary break layer' lll!d then ~()Vt;r the Illerilbrane witl).a Jay er Of deaii, sand or.; _ , fine gravel to protec.t it from damage(luring consthlctiori; and to aid in.'unlform curiJig of the concrete slab .. It' · . ·.• should be not~d, that. if ilie. sand or gniyel layi;1:0~eilyiiig the in~inbrane is sa\urated prior to po\lririg the slab, it C~m riot be effeciive.in assisting uniform curing of the slab ~nci,cAn astua!Iy sezye)~ a:~ater supply for moi~iure . L 'bJi,edihg: through the> slab, potentially affecting floor ccivefings. Therefore, in ciur opinion, covering the . • ' membrane with a layei of ~and 'or gravel shoJJid be avoided ifflo.or. slab cons_tructio~ ~curs cluri~gthe ~et winter .. . l- • .. ·· '. inontlis. and d)e layer cannot be effectl~ely drain.el We recorriniend floor designers apclcontractors' refer to tlie .· . 2003 ~eri~an Ceintret~ Iftstitute(ASi)MariiialcifCancrete Practice; p~ 2; 302:IR/96, f6r further inform~ticin ·,. • • . . .. •' : .. ' . . . ,., ·: • .. .. . ! . : ' • ,.; ,, ··-•. •·• ;. ,· ( .· i. . \ . . J ., • • ' • • • • •• _-• • •• • • • ' • • .. · ( r~gardjng yitpor bamednsta,llaiion belciw,sla~-oncgfade floors, : ·, ' > ' > ' --: ' . . . . . . . L'--::• L .. . .. '' . Pag~ Nb:· 6 · . .~. . . 1 · .. f' I : .· . March 2, 2009 Project No.'T-2) 60,2 ·s.6 · Stormwater Infiltration The proposed stormwater m~agement plan involv~s. using infilt~atibn facilities u~der the ~ew' parking.,lot to .. control fhe stonilwater: The water would be directed to these facilities ~1~d t~en ail owed to. infiltrate b,ack into 'the ··ground;. The design. for these infiltration facilities was not -available. at; the. time of our report;. however,. we .. . , unde~tan,d they would be relatively shaJiow in d~th ... Our field· expl~ration indicates thafthe soHs l~ tl1e new. p~rking lot area co11sist of fill materi~l overlying silty sand with gravel e'xc~t in the northeast comer:' hi tl1e northeast co~eir, ~e obsei-vedfill materiai overlying ciutwash sand with silfto sand. We pe~torriiedfour EPA falling head petcolation tests in the pr~posed·infiltrati9n area: . The appmximat; locations of.the tests can be found. ~n Figu~e 2. The results of the~e tests with. rates corrected· for test method. il~ed and pluggi~g per Section s:4.1 of ',, ', :.the 2005 King Comity Surface Water Design Manual (SWDM)'are summa,rized ih the following table: ... . . . . ' . . . . '' . , . ' ' '• .. T~stLo~ation 'Measured. · . · Percolation Rate Corrected · · . . :hrcoI~iion Rate 'ror .. ·· Test Method Used· and)Iuggini ' IH-1' TP-101 .5 inches/hour · ,. ' .12 inches/hour · : IH-2,, TP-102 3 7 inches/hour 8.9 inches/hour . · .. IH-3 . TP,103. ' ' 33.'inches/hoirr 7:9 inchesihour ' ' ·IHC5 TP>105 ' '.·' , I • 39 ,inches/hour 9.3 .'inches/hour ''; .further correction 'for facility geornetry in accordance with .th¢ S\YDM will he required to determine the finl\l, [ :·. ·.· desig11,infiltration rate. Based orithe results ofoudtudy, th~·predominant till soils observed in the centiaLand ... . · ~ , ~outhemportions of the site are not suitable for discharge ofst~rinwa\er using iiifiltration; At TestLoca'ticin-lli-2, ,· I ·.· · ... · . tb.e·sand layer is r~latively thin with glacial Jill ;oils observed'.at a depth of five feet below curre11l site grades .. ' This' are~ ciiihe .siie would only support Iitnited infiltration as·the soils would quiskly be iaiurated anc1 available • · stor~ge diminished; The most ~a~ora\)le conditiqns. wer~ observed ~t ni-3 and IH:s. · ,At these locations; suitable,'. ·,-.·. '' soils »'ere observed to the te~t pit termination depths of 12, to '15 foet below ctirrepi site iades. for de\effilining <th~ geciriietry correction facto\-usirig.eqtiatibn 5-12 in the S,WD1v!, th~ depth factor ''D': can be taken.as the diff«?renc~ between th~ design pottorr.t elevation of the facility to the bottom elevation()[ Tes\ Pit,s TP~ 103,and TP- ' '..105 .. , , L ' 1 ·· ' ' .· Aliiiougl) t!ie oiitw~ih sand layer wm allow r~r infiitration, th~: e!'tent ottheformatio~ and. the am~unt of . . . •~vai)able ·storag~ is \Jncertain: If.large volurries of storm water are discharged ,into th~ are~, the avail~ble storage . . ma)' 1,~, oyerwlielllled causing, the system to ·backup ~nd flood, To further assess thiscondition>a mounding . · i~nalysis should be performed ohce pr~liminary d'esigns l1ave b'een com'pleted .. Stcii'm;Vater flow vcilum~s used fo .··.· l ' . . the' 'aiialysis ~hould be. det'e11Iµped \isirig a continuous flo~ n\c,del ~n.d should include a 30-day time frame -••. 9~ntered around the I 00-yeai event. . ,. . . . ' .' ;, 1., • ' . ' . . ·. . . . ' .. -·, l ; The permeability of the outwash ~and \Vill be significantly impacted by the intrusion of :soH fines. Therefbre, t~ i ~ . '• pr~ven\ impacts to the infi]fratiori system, it·. shou]tl not be U~ed for drainage ,COJ]tro] during constniction. , , .. T~Il!p6riµ,y tonsi~ciicin storm water should be rciutedfor ccille~ifori 'a~d discharge at .a different location. If this is .. · ·L··.• , not t:~~lble. or ·practic~l;' the ,bCJhdri, ele~avori of the r.~nity :sh~ulci be k~pt • two feet abo~e the. final design .· . . ·· ·, • ~Ievaiion during consiruction. dnce site grading !ias·bee!l substantially:completed and the site stabilized, this two · · ... ( fe~(\VOUld be exc~vated to ~xposeclean sciHs suitable for infiltfatfori:' '' '. ' ' ' ' ' L ~-.\ ; ) .· ... · . .. .· . . .· :' . . .... · . : : .: ; : L' ' ' . I 5.7 · Drainage Surface March 2, 2009 Project N'?, T-2160-2 · Fi11al ext!)rior grades should promote free and positive drainage away from the site.at. all iimes. Water must not be allowed io pond or col\~ct itdja~erit tofoundations. or within the inimediate b~ilding areas. We!ecommerid .. ·.· providing a gradient of at least .three percenrfor a miirirnuni dist~ce often feet from ihe b1fiiding perimeter~ .. If . ·• this. gradient Canil()( be j:>rovided, surface Water shouJcl be COlJ~cted adjacent (0' the s(njctuies and disposed to . ' ' -. . ' . . appropriate:st9rm facilities. · · Subsurface .. ' •·. . - We recommend ih~talling perimeter foundation dralns adjacent to shallowfoundaiibris .. The drains can be .laid to :grade at' an invert ele~ation, ~quivalent ~o ihe bottom of footing gr~de ... Th~ dtains. c~ .consist ~f four-i~ch : . diameier perforated PVC -pipe .that is enveloped iil washed pea g_ra~~l-sized dr~inagl!:aggregat~ .. 'The aggregate .. . should extend six inches above and io the sides ofthe pipe. Rciof and foundatiori drain~ should. be tightlined . · s~parately to the storm drai11s. An cirains ~hould lie pro~ided with deanouts at ~asily accessible iocations: ·· . ·. · · ... . . ' . . . . . ' . . . , ... ,· . .. ' . 5.8 : Utilities > Utility pipes. should be bedded aiid'backfilled•fo accordance .with A,mericlin Public.Works Associatioii(APWA) cir '. ' . ' ' . " . . ' \ . ''. . . ''' . . "• ' ' . ' . ,City of Renton specifications .. As a ininimuni, trench backfill should be placed and compacted as structural fill, as .. · d~scrib~d in seciion s.2 of, this rep9ri. ir ti'imiy:constructiori takes p1a~!ldiir1ng the wet wmte~ rribnths, it will , likely be necessary to import suitable wet weatlieifiltf6r utilltytren~h b~ck:fiHing. · .. . .. ·.: ' • • -· • ' ••. ;.-· :.-'. • . • . •'. '·, • • ! . " ' • ; .:, , •• · •• . ~ ... · 5.9. · · Pavement l :.· Pavement subgrades should be preparJ"d as describecl in Sectio~ 5,2 of this rep9rt,, Regardless of the degree of .. -•, • relative compadi6ri achieved, iii S1!bgr~de' must'be firm and relativeh, uri;ieidirig bef9r~ paving, Th~ sub grade .•. . --: siio~1c1_ be pr6cifrolleci ·with 'heavy rubber-tired equipmi;nt such as ~J~a:ded JO 'cubjc yard cl\lffiP truc;k to verify ihis [ , _ i:onditi~n. -· · · · · · ·· ' · · · · · · ··. -, · · ' .. · , ·. :Th~ p~vernent de;ign section is d~pende~i ~pcin i1i~ supporting capabiiiiy or. the· suligrad~ soils and thetraftii: l. . donciitions to which it wm be subj~cted:. F6iihe, pirrking 16t, witll traffic.•consistirig, mainly_ of ligl)t passenger · .· . . ,vehicles with onJy,occasjcinalheav/ttaffic iii the f<;>mi: of buses and-tr~sh re!Tl~~~i v~hicies, with a stable subgrade . 'ptepared as recommerided, we r~orrimend ihe foli~;ing pa~eirient s~cti~n~:· _' ' . . . -.. ' • . .• ' _· .· . . L . 0 ' Two in~hes or'Hot ~ix Asphalt(~A)6ver four inches. 6f crus~ecl mck bas~ (CRB) . . . (. -., . . . ,• ·.·' . . ... · .. . ' . .· . . .. ' . o : Two inches of HMA over,three inch~s'cif asphalt-treated base (ATB) . · . . -. -. . ' . ... . ,· .· , ; . '--~ . . . . . . , .. · ' . Theipaviiig material; used should conform' to the .Washingi6n. St~te Departrileht ci[Transportation (WSDOT) : sp~cifications for \/zinch cl~ss HMA, ATB, and CRJ3. . '·, .. ' ' ,.' ' ' . ; . • -' • '• • ~ •• -,. • • • • • • • • < ••• L·. ,. ( l ''--.- • I ' : .: :,Page No. g· . ;1 •," ,: f' ' J ',,. \ r- r I ' March 2, 2009. Project No. T-2160.-2 . . . . . . . -. . . \ . . . . : . . .. . . . . : •. . ' _.... . .. Long,tenri pavement performance will depend on surface d;ainage; A: pooi:Jy,dr~\ned pavenm,rit section will be subject to premature failure as a result of surface water infiltrating into the subgrade soils and reducing their ... supporting capabili!Y·. Fqr optimum pavement performanc~, we re~ommend surf~ce chainage gradients of at least. two percent. Some degree of longituclinal' arid fransverse. cratking of the pavement surface should b~ eipected .· . over ti~e. R.eguiar maint~nanc~ should b~ planned to seal crac~ when they occur. . . . . . . . . . ··.· .--. ,· . . . ' . ·--. · 6.0 ADDITIONAL SERVICES Terra Associates·, Inc.' should' review the final_. design drawings and specifications i~-order. to verify that earthwork · and foundation recommendations have, beert prope~ly interpr~ted iu\d implemented in project design. We ihould. also ptovide .geotechnical. service during constiucfion to observe. ccnripHance with our design concepts,· · . specifications, and recoinmendatiorts .. This will allow for design chang~s. if subsurface conditions differ from · . . . .... --. ' ! ... ·. ., . . . .-' . .. .· . ' . ,·. . . . those anticipated prior to the start of construction. · · · · · · . · · · · ·. · . • . ··· · · · · · . ' ·,·.· . . . . . . . . '· . · .. 7.0 : ; LIMITATIONS . We prepared this report in accorciance w"ith gene~allya<;cepted geotechnical _engineering'prai:tices ... No other . i-~rraniy, expressed br b:riplied, is made .. This report is th~ copynghied pi-op~rty of Terr~ Associates, Irie: and is .. iii,tendedf or specific' applicatioir to the Highlands Community C_hilrch Addition, project.. This report is for the exclusive use cif Highlands Communiiy Church and its autJiorized representative~: . . . ,, ',' . '' .•0 •' •' S V' ' • • :,• • ', : '• • 1--- .; '-. The analyses and recommend~tions pr~sentin. this report are !,ased on data obtained from th~ test pits :excavated .. _[: ., ·, on,0 si;e.· Variations in sol! ccinditionscab occur, the nature ~nd extent ~f ;hich may not become ~vide~t until'. . ,' . construction, . If ~ariati~ns appear e~ident, Terra A~sociates; Inc. should b~ req~est~d to reevaluat.e the .. rncommendation_s in this report pncir to proceeding with con~truc~on. L. L. L L L L ( l''-' :.L ! ' ·.· r: r I [ I I I ~ I I I l . I ( \ \ ~ I I I I I I I I I ' I , I , i ' , I L___ ---------------_J I Jc_:~~ ·r _"." ~ I ' I ~ "-J I I I ~ ~ tJ ~ ---_,,, NOTE: .THIS SITE PLAN IS SCHEMATIC. ALL LOCATIONS AND DIMENSIONS ARE APPROXIMATE. IT IS INTENDED FOR REFEREN.CE ONLY AND SHOULD NOT BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. REFERENCE: SITE PLAN PROVIDED BY HIGHLAND COMMUNITY CHURCH ------------ ~.,; , 0 """-, '---f- . TP-2' / EE/ ,,ITP-1/ i EE I z ---: llJ >' =1;;/ z, ·~I/;, Cl<'., ~, I I l I ___ .l:·tE. 9t.b ST._ ---1 1-------1 I • I I I I 5ITT PLAN ~ NOTTO SCALE LEGEND: 83 APPROXIMATE TEST PIT LOCATION/ INFLITRATION TEST FEBRUARY 2009 EB APPROXIMATE BORING LOCATION JANUARY 1993 EE APPROXIMATE TEST PIT LOCATION SEPTEMBER 1992 ' I I I I I I I I I I I I I I I I I ·I CODE SUMMARY, lCl4JMG, u,JA: l:.-t(rJ31DCNIW.~4t!IT6: 0/(CfMm<.VWAGf) LOT MOSllti .\!3'1,0275!' """"" t.lN l'O(T, lOT k 15'; LOT D: ro MAXl'l'.DNT: I.Of8: Jr/ t,CHllf.Nt, lOTAz 20': WTll; 15' M:ll5rufrSIDf: WT.'.: IS': tarf:I: IC1 ~ tDJ SDt: lOT A: S'; W! 11:. O Mlllll. ttflGHT l.UT: LOTA,25~.30': !Drt"t, 50 DMlffll>""' WJ: >U.OMD, IDT A; 35"1,; toT Bi G5'1. ACn»J. incrosf()li 334.0Z7 5f lOf /<I 1.225 Sf fOOll'fJNT ..-12.!'l ---MIN IOT k ~· ON Wft1 SIOeOfrr,o;-eltTYUl.t:: lOT ll, 10 rMRllG~ · MIN, 5m.CMID G>IJa.. 6fWN 51RfU f !llDG. PV.Ol'OSfD, cmHD tlOSllt«; '!'.w:.ING Ar GAADf. r.-mxG aurr, 200G llrlttlMTIOIW. WIDIHG COOC USE 4 OOJJl'NCr, 4-3, "550,ffllY ll5f tmtlDfD 102. WR5t11P f ~iflJGlOUS IDIJCA'OCWJ. ~ . """""""'"" MOO(; N,tAJ MAX Al.1.(1,t,fi)ftK. rtOOR lf-AUA-3 11 /,0051' "215f'f'JMJ:1l.R!NC1V,50.,t3tyYJ Sf. +7.fXXJSt!'JSotu.ti:.ltAlt. VAUI fOR l"DWTA00 •30.ooo 5f. :3 l'\J!5 i 5o.l)X) sr .. "7.0COsr. 1.1'1'1'.fJl11t'flMl-lll,20.'.lY IA!() ~ ll\lD. • 33,.500 Sr r.l!D fHTf!l'IML > 30.C0:,5f 50 ADD l"Qi:f WAU.@ ~ ftllJC,l.;J)OffW!WG. LWII ewe;. 2'4,90051' f tft'IMHG • .!l,5105f I.CMft. 6lTI!:I' U:\11:l-25-'35 Sf Mtl1 mwML: l,U,IN&DG-11.1sosrtJ«WWN'.;-.!l,<1t1S'ff ~-'4,77551' TOTAL WA WJII !l!)G. Gl,<120 Sf (l:1,1,SfUfHT llt!Atrol" COIJtaro m.SO.:,! I. 1DfAL mA NtW \\'IIIG -l ',S9'5 5f lOTAl.mA -7ll,415 Al'!'l.Y ~.W.1?0 OCQll"ANClf5 l"ROVl5ION5 TO ~TC OCQlf'AHCY SB'J\IWICJN CtlY4DI A-3 , e OCCIJfNa5. ' • ~ID.l'ff, AIJ.Ollltl):WIC5CJ+2G'•70"w,.t: IIC1\l,\I_, 39'. 5TOffl5,, IIO l.()Rf TIW,l TWO STOtJIS ,e(j,ff GAA[t. l'V,Mf. lfffl v.m'l?W. • I D'lT O GMJ1= + I '4 li!l5fl5 l«Nf. 4 I @ 7 118'5 N!D/f. Gi!,l,[f, MIDD<m lM:t.-5 DCITS 8 ~ t.c)M!lt ~LM1-2 o:rr5 A GAADf ~ • J CliT l()Vfll11l'JD 000!0 G Gt>ff. lll..ll,ft6:.CJ"srot:JES: Hl.Ol,fl), &.SIC z + 1 .. a: fCO.Jll; s+ e,o.56.Clf, MmmNf. ntfC, caemlCTIOM: v-1., ~ (1.PGIWIC.SiOmIA5t tPre TO Cl.llO,,m&.5fJ. l,fN60f~ OCCl.f',l,NTLOtJ); uat,r,a.lt)!!r:~INW ~"1Dfll: OOISNCf. ID t.lffT fGRfS5 want~ COUJ~ NON-AATCD PU.118.DfCQ15: tA01 fl'KZ TO Mvr: ~ NUM!!80f ?Xlf5Qlli,i0Jf. >.CCC!l5lM.TiY: 1,1.l 51'Aa5 TO llf ~ IL")(al"I' :50Mt: ffl5T TOltT IOD.e5). n.tMllNG nm.crs,, 1,1,0Rf l\ffl.ft5 m:MDCD TlWI ltOOlm>. lfGENO, -.... .... -====-l'IWl'fR1Y UH!'. ---5TmfctNTfRUMI: -----~Ut:I: s l'.Xl'J@~M:AAGffllf ~=m~G GENERAL NOTES, I 1107-1'111:1 SMD • ,mi,~~ • I I CO~SlEI !GI]QN NOTES: i)l'V!:lr'05fD 2 STORY CtW!tWrH mx:ATlOKll».G. 1' • ©P'ROl'OSfD ~ Dl'N&>ff M TD OOf'Ml5 o.~ ~ W!1DIIG roormNT. ©l'RDl'OSfD IN-t'll1. 8 LfflR..OITl:l'IMLONt.r. ©mx,l,JI rvH'ltR5 ,o;JJtt TO ACC.CU,ClDAlf l"lt0!'05tD 5!DfVl'Alk Al.ONG UJXNG. .. • ©fl0'05ftl OO'NilDfll f.w-111; tor 5rlC7NN ~ Wlll1 DlSTING f/.lWI(; I.OT 5tlOWN 5ttADED. ©l'ROl"05el) AOOqlONt.11:l(OOlO 51!1:. 4 .I{ m I i .. .. LEGAl Df5CR1Pf1DN, 1D1 A r"1!:fl. 00; 1227000,95 RD(l'ON HXiHLANDS I 2 CORP.[CT PlAT BLOCK J2 Tew f'ORS Of W.CATED JUfVISON AVE. N[ ADJ TGW BEG t£ COP.tER or BLDCK ll TH S 02-s~-21 W 220 FT ID ff[ CORlfER Of LOT • Of CITY OF RENTON SHORT Pl/,1 N 188-78 RECOl!DfNG NO 7808l70BJ6 a ?OB lH S 67-07-39 E JO fT TO CEHTER toj_( Of V.I.CAT£0 JEF'f'[RSON AV£. HE '!M N 02-52-21 E 30 fT TH N S7-01-3g W 30 fT. 10 E LINC Of 8Lk ll TH S 02-52-21 W JO FT 10 POB ---N<A P.i.RCEL A or CIT'/ or ROITON LOT I.ME ADJ NO LUA 92-144 1.1A RECOftDI~ NO 9212229004 """"" r¥at "'°' 7ZZ7tl01023 REHTOII HJCtfl.ANDS f'l CORRfCl P1..AT LOT 4 TCW POR vn:. ST ADJ RtNTOM SH<lll Pl.AT NO SP 188-16 Ru;OR01NG NO 7808170836 SO SHORT PLAT BEING A POR NW 1/4 STR 09-2l-05 llAr: Olk l3 ROOON HIGHI.AkDS 12 CORR.ECTEO FUT TGW pOR or RtHTON HIGHI.AMOS Pl.Al LT' ElY Of E WGN OF 'H' ST LESS POR OF SO BU< .U DAf": BEG Al NLY CM Of SD Bl.I( JJ Al IHTSH Of s.r Lh' OF tf£ lOlH ST & SEL'!' I.N or 20-roor Pt.NfflNG ARD .e.i..G SE lN OF t<[ S\1NSE1 BLVD TH S 35-41-ll 'ff ALG SE LN Of SO PlJ,ifflNG AAu. 2H.J8 IT '0 PT Of CRVTR TO RGT TH Cc»IT ~G SD St \JI Of' PLANTING STRIP & .+.lG S£l CRY TO RGT ffllM RAD 45S.51 FT ARC O!S1 50.41 fT TH S 07-39-07 E 297.97 FT TH 11 5S-;'55-2J.E 47,.5.:5 FT 1H S 31-09-37 [ 78.15 n TH N 5•-03-28 E 266.35 FT TH N 01-58-51 E 260.115 fl TO PT OH S(L'f Ltt Of NE IOUf ST TH W 54-J5-.C.2 W 229.11 n JO POB ,t; U:SS POR Of SD Blk 033 \W: BE& AT HE COR OF so BLK J3 DI HWI.Y AL.G s MGN or tfE" \OlH ST ALG CRY TO RGT WITH R,l,Q' !UO FT ARC DIST 212.9.3 rr TO PT OF TANG[KCY TH N 5'-J5-42 W J2.07 rr TH S 05-09-24 W 240 i:; ™ c. f.'l-'7-n1 r ,,..<; n ro PT 0t.i "MY Mi:N or ·s· sr SD PT e,1~ 210 r,-51.Y or ,a: ~ ~~U> 0-. "' tl=5tn 2 ..... -ce:O< '!;/:::~"' ., z-3' In gu.J - 0·2 a :z->-O"'z u2~ ~ !ii . <>----• -~ r...:,.o" ----~ ~ =, tt .. I Terrai Assocoaltes, l01c. EXPLORATION LOCATION PLAN HIGHLANDS COMMUNITY CHURCH RENTON, WASHINGTON Consultants in Geotechnical Engineering Geology and . Environmental Earth Sciences Proj. No.T-2160-2 Date FEB 2009 Figure 2 ~ I APPENDIX A FIELD EXPLORATION AND LABORATORY TESTING Highlands Community Church Addition Renton, Washington On February 11, 2009, we completed our site exploration by observing soil conditions at 7 test pits. The test pits were excavated using a track-mounted excavator to a maximum depth of 15 feet below existing site grades. Test pit locations were determined in the field by mea.surements from existing site features. The approximate location of the test pits is shown on the attached Exploration Location Plan, Figure 2. Test Pit Logs are attached as Figures A-2 through A-8. An engineering geologist from our office conducted the field exploration. Our representative classified the soil conditions encountered, maintained a log of each test pit, obtained representative soil samples, and recorded water levels observed during excavation. All soil samples were visually classified in accordance with the Unified Soil Classification System (USCS) described on Figure A-1. Four percolation tests were also performed using the EPA Falling Head Percolation Test Method. The tests were performed at a depth of approximately four feet . below site grades at locations shown on attached Figure 2. Representative soil samples obtained from the test pits were placed in closed containers and taken to our laboratory for further examination and testing. The moisture content of each sample was measured and is " I' -), reported on the individual Test Pit Logs. Grain size analyses were performed on selected samples. The results of • ·.. the grain size analyses are shown on Figures A-9 and A-10 . . l " l I _J _ J J IJ I Project No. T-2160-2 : I : I : I : ] :1 ) : I ~ l I J l 1 MAJOR DIVISIONS LETTER TYPICAL DESCRIPTION SYMBOL Clean GW Well-graded gravels, gravel-sand mixtures, little or no GRAVELS Gravels fines. ~ Cl) Q) (less than Poorly-graded gravels, gravel-sand mixtures, little or ...J Cl GP ~ Q) More than 5% fines) no fines . 0 .!!! N Cl) -·en 50% of coarse GM Silty gravels, gravel-sand-silt mixtures, non-plastic ro fraction is Cl ·t: Q) Gravels fines. Q) > larger than No. w -Q) with fines z Ill·-4 sieve GC Clayey gravels, gravel-sand-clay mixtures, plastic fines. E "' ~ 0 :,Ro Clean (!) ~N SW Well-graded sands, gravelly sands, little or no fines. "' SANDS Sands 0 w &iZ (less than Poorly-graded sands or gravelly sands, little or no Cl) SP 0:: .s: C: More than 5% fines) fines . -ro 50% of coarse <( Q) .s: 0 ~-fraction is SM Silty sands, sand-silt mixtures, non-plastic fines. 0 (.) ~ smaller than -Sands No. 4 sieve with fines SC Clayey sands, sand-clay mixtures, plastic fines. Cl) ML Inorganic silts, rock flour, clayey silts with slight -~o SILTS AND CLAYS plasticity. ...J 0 a,O CL Inorganic clays of low to medium plasticity, (lean clay). iii N Cl) E c:i a, Liquid limit is less than 50% Cl ~z-~ OL Organic silts and organic clays of low plasticity. w 0 C C/J z '° ro a, ~ C: = a; MH Inorganic silts, elastic. ca L... ·-SILTS AND CLAYS (!) .s: Q) "' -= w a, ro CH Inorganic clays of high plasticity, fat clays. ~E z 0 "' Liquid limit is greater than 50% LL ~ OH Organic clays of high plasticity. HIGHLY ORGANIC SOILS PT Peat. DEFINITION OF TERMS AND SYMBOLS Cl) Standard Penetration I 2" OUTSIDE DIAMETER SPLIT Cl) Density Resistance in Blows/Foot w SPOON SAMPLER ...J z Very loose 0-4 I 2.4" INSIDE DIAMETER RING SAMPLER 0 4-10 OR SHELBY TUBE SAMPLER iii Loose w Medium dense 10-30 "Sl. I Dense 30-50 WATER LEVEL (DATE) 0 Very dense >50 (.J Tr TORVANE READINGS, tsf Standard Penetration Pp PENETROMETER READING, tsf Consistency Resistance in Blows/Foot DD DRY DENSITY, pounds per cubic foot w > Very soft 0-2 LL LIQUID LIMIT, percent iii w Soft 2-4 I Medium stiff 4-8 Pl PLASTIC INDEX 0 Stiff 8-16 (.J Very stiff 16-32 N STANDARD PENETRATION, blows per foot Hard >32 <----, Terra UNIFIED SOIL CLASSIFICATION SYSTEM ~~ Associates, Inc. HIGHLANDS COMMUNITY CHURCH RENTON, WASHINGTON Consultants in Geotechnical Engineering Geology and Proj. No. T-2160-21 Date FEB 2009 I Figure A-1 Environmental Earth Sciences '1 1~, rl '.] 1 ~] :J : I :J : l ) : ] : I , I : J : l ~] . l I ) LOG OF TEST PIT NO. 101 FIGURE A-2 PROJECT NAME: Highlands Community Church PROJ. NO: T-2160-2 LOGGED BY: ..1.Pa:P:.1.L __ _ LOCATION: Renton Washington DATE LOGGED: February 11 2009 SURFACE CONDS: .1I.1Jh!l[jnuG.,rara:;s,._s ____ _ APPROX. ELEV: --"'N/ccA,___ DEPTH TO CAVING: NIA DEPTH TO GROUNDWATER: N/A 5,--I--~ S1 S2 10 S3 15 DESCRIPTION FILL: brown to dark brown silty sand with gravel, fine grained, trace debris, asphalt and concrete pieces, moist. Grayish-brown silty SAND with gravel, fine grained, semi- cemented to cemented with depth, moist. (SM) (Glacial till) Test pit terminated at 12 feet. No groundwater seepage observed. NOTE: This subsurface information pertains only to this test pit location and should not be interpreted as being indicative of other locations at the site. CONSISTENCY/ RELATIVE DENSITY Medium Dense Medium Dense to Very Dense REMARKS 14.3 10.7 16.3 Terra Associates, Inc. Consultants In Geotechnical Engineering Geology and Environmental Earth Sciences 'l ,,) rl ·1 ,-1 'J 'J :J : I ~ l ) I : I : I : l C I _ J _ I .J ) J LOG OF TEST PIT NO. 102 FIGURE A-3 PROJECT NAME: Highlands Community Church PROJ. NO: T-2160-2 LOGGED BY: ~o ... e ...... 1 __ _ LOCATION: Renton Washington DATE LOGGED: Febrnary 11 2009 SURFACE CONDS: _JubJ1iOLL..1,Ga.1ra....,ss._ ____ _ APPROX. ELEV: ~N~/A~- DEPTH TO CAVING: NIA -DEPTH TO GROUNDWATER: N/A 51 S2 5 S3 S4 10 S5 15 DESCRIPTION FILL: brown to grayish-brown silty sand with gravel; trace organics, iron stained, moist. Brown to grayish-brown sflty SAND with gravel, fine grained, moist. (SM) Grayish-brown to gray silty SAND with gravel, fine grained, cemented, moist. (SM) (Glacial till) Test pit terminated at 12 feet. No groundwater seepage observed. NOTE: This subsurface information pertains only to this test pit location and should not be interpreted as being Indicative of other locations at the site. CONSISTENCY/ RELATIVE DENSITY Medium Dense Medium Dense Dense to Very Dense REMARKS 14.4 20.3 9.6 9.7 10.1 Terra Associates, Inc. Consultants In Geotechnlcal Engineering Geology and Environmental Earth Sciences cl 1) 1 1 1 ·1 : I : I : I : l ) -I : l :I _J J . l _ I J ) LOG OF TEST PIT NO. 103 FIGUREA-4 PROJECT NAME: Highlands Community Church PROJ. NO: T-2160-2 LOCATION: Benton Washington DATE LOGGED: February 11 2009 SURFACE CONDS: Bare Gmynd DEPTH TO GROUNDWATER: NIA LOGGED BY: ..,D~PuL...._ __ APPROX.ELEV:_NLJ.lteA.___ DEPTH TO CAVING: 2 to 5 Feet ~ i!: .. w C 5 10 20 cj z w ... .. " .. Ill S1 S2 53 54 55 DESCRIPTION FILL: gray silty sand with some gravel, fine grained, moist. Brown to gray SAND, fine grained, moist. (SP) Test pit terminated at 15 feet. No groundwater seepage observed. Test pit sidewalls caved below 2 feet. NOTE: This subsurface information pertains only to this test pit location and should not be Interpreted as being indicative of other locations at the site. CONSISTENCY/ RELATIVE DENSITY Medium Dense Medium Dense ;;: .. !:. z t w .. REMARKS I-;i: w "' I.) 0 .. , 0., 4.7 9.0 6.9 8.1 8.7 Terra Associates, Inc. Consultants in Geotechnical Engineering Geology and Environmental Earth Sciences 1 ·1~) ·1 ·1 ··1 ·1 -, :I : J I ) I I . I _ I ) l A LOG OF TEST PIT NO. 104 PROJECT NAME: Highlands Community Chuch PROJ. NO: T-2160-2 LOCATION: Renton Washington SURFACE CONDS: Bare Ground DATE LOGGED: February 11 2009 DEPTH TO GROUNDWATER: N/A FIGURE A-5 LOGGED BY: _,p.._Pi::..i..L --- APPROX. ELEV: ......,NwlA:,_ __ DEPTH TO CAVING: NIA DESCRIPTION CONSISTENCY{ RELATIVE DENSITY REMARKS 5 51 52 10 15 FILL: dark brown organic silt with sand and gravel, lots of debris; concrete, red brick, asphalt, iron pipes, wet. Dark brown to black organic SILT, moist. rootlets. Brown silty SAND with gravel, fine grained, moist. {SM) Gray silty SAND with gravel, fine grained, cemented, moist. (SM) (Glacial till) Test pit terminated at 12 feet. No groundwater seepage observed. NOTE: This subsurface information pertains only to this test pit location and should not be Interpreted as being indicative of other locations at the site. Loose Soft Medium Dense Dense to Very Dense 11.4 9.3 Terra Associates, Inc. Consultants in Geotechnlcal Engineering Geology and Environmental Earth Sciences 1 1 C I ~ I J -) .• : I : I . I : I . I _ I ) LOG OF TEST PIT NO. 105 FIGURE A-6 PROJECT NAME: Highlands Community Cbtn:ch PROJ. NO: T-2160-2 LOGGED BY: ..LP,!JP:.,L.._ __ APPROX. ELEV: _N""-'/A,_ __ DEPTH TO CAVING: 2 s IP 12 Feet LOCATION: Renton Washington DATE LOGGED: Febmacy 11 2009 SURFACE CONDS: ..JJL!C"'"><CA1UG21r_.a"'s"s ____ _ DEPTH TO GROUNDWATER: N/A S1 5 S2 S3 10 S4 S5 15 DESCRIPTION (1-inch GRASS/ROOTLETS) FILL: grayish-brown silty sand with gravel, fine grained, moist. (Trace topsoil at 2.5 feet) Brown to gray SAND, fine grained, trace iron staining, most. (SP) Test pit terminated at 12 feet. No groundwater seepage observed. Test pit sidewalls caved below 2.5 feet. NOTE: This subsurface information pertains only to this test pit location and should not be Interpreted as being indicative of other locations at the site. CONSISTENCY/ RELATIVE DENSITY Medium Dense Medium Dense ~~ ~ i;,:'~?)lur: ' '\! ,. , REMARKS 8.2 9.5 6.7 7.2 12.9 Terra Associates, Inc. Consultants In Geotechnical Engineering Geology and Environmental Earth Sciences : l I ') i . I ) LOG OF TEST PIT NO. 106 FIGURE A-7 PROJECT NAME: Highlands Community Church PROJ. NO: T-2160-2 LOCATION: Renton Washington DATE LOGGED: Febmacy 11 2009 SURFACE CONDS: Crushed Rock DEPTH TO GROUNDWATER: NIA LOGGED BY: _.p_.pc:.t.._ __ APPROX. ELEV: ~Nwu.c/A,__ DEPTH TO CAVING: N/A j7 !!a. :,: I-.. w 0 5 10 15 ci z w ..J .. ,. iii S1 52 53 ~--l 54 55 DESCRIPTION (2 to 4 inches CRUSHED ROCK) FILL: gray silty sand over dark brown organic s!lt, moist to wet. Reddish-brown to brown silty SAND. fine grained. trace gravel. moist. (SM) Grayish-brown silty SAND with some gravel. fine grained. wet to moist. (SM) Grayish-brown to gray silty SANO with gravel, fine grained, cemented, moist. (SM) (Glacial till) Test pit terminated at 12.5 feet. No groundwater seepage observed. NOTE: This subsurface information pertains only to this test pit locatron and should not be interpreted as being indicative of other locations at the site. CONSISTENCY/ RELATIVE DENSITY Medium Dense Medium Dense Medium Dense Dense to Very Dense REMARKS 10.3 28.2 12.5 12.1 8.4 Terra Associates, Inc. Consultants In Geotechnical Engineering Geology and Environmental Earth Sciences 1 1) 1 ~l ·1 ·1 ~] : I : l • I ) ' J : I : I : I ~ I J . I .J ) LOG OF TEST PIT NO. 107 FIGURE A-8 PROJECT NAME: Highlands Community Church PROJ. NO: T-2160-2 LOGGED BY: _.p.,,p:.,L __ _ SURFACE CONDS: Trace Crushed Rock APPROX.ELEV:...JN"'/i,:A.____ LOCATION: Renton Washjngton DATE LOGGED: February 11 2009 DEPTH TO GROUNDWATER: NIA DEPTH TO CAVING: NIA 5 S1 52 10 S3 1-:..:....--1 15 DESCRIPTION (Trace CRUSHED ROCK) FILL: dark brown organic silt with gravel, pieces of wood, wet to moist. Tan brown silty SANO, fine grained, moist. (SM) Gray silty SAND with gravel, fine grained, cemented, moist. (SM) (Glacial till) Test pit terminated at 11 feet. No groundwater seepage observed. NOTE: This subsurface information pertains only to this test Pit location and should not be Interpreted as being indicative of other locations at the site. CONSISTENCY/ RELATIVE DENSITY Loose to Medium Dense Medium Dense Dense to Very Dense ,,,. -o1il t,•,;:,tr· . " ,,-.... I' ~, . REMARKS 5.9 11.3 9.7 Terra Associates, Inc. Consultants in Geotechnical Engineering Geology and Envlronmental Earth Sciences 1 'l, ~l ·1 -1 ] ~1 '. I : I C l ) cl I : I . I I J I ' J I J ) J Cl'. UJ z u: !z UJ u Cl'. UJ [l_ 0 D 0 D Particle Size Distribution Report .5 .6.5~.~.5.6~ 0 ~~~g~~~ u, .ttN'..,;.-~,:M: ~ ~-U:~'11:--- 100n"T1"TI ,ThlTi~,-; ...... ~),,.,,iF, ~:UJ1tfTl'"-111~1 Tfn,1, Ti'1 """iim, TrTT,-rmTrrT--i---, I I I I ~ ! )' 'r-, ! : I : I I 1 1 1 ! r ! "1-H-11-1-'fl..l__ ""-1 1 ! , r 1 goJ-+--+---+-r: --++Mt \f-l-+,--h:,l,-1-,; {:H-1-+-lil:=-F~-,'.,.~~.+irl+++,l:-+,:-+-·;-,!1+M1-l-l--+--+--+----+f-H-+-il-+--+----+---l i I i ! I I , I I I ! I I SOH--t---t-r, --tttrl-t\J-t,1 --h,-tr-r-ft,t-t-t-t-11-t--+--t----tl,t, *l'd-tt,-+-,-,-t-,--,~,-Hti'-H--t--t--+---ttH'-H--+--t--+---l ! ' i i I l I I I I I ! I I I I' ! i I 70H--t---t--+-, --tttrl, --f-J-\-ti---h,-tr-~, -Jtt-1++-it-1--t-l---+++1-++-~k--f--;-!---+--l-Hti,'-H--+--+--+--+tH--l--1--+--+--+---l 1 ~ i I I I i I' I I : I I I I i so,l----l-+--l-+--l+-l+-H-i-4+'--+-;---l!-+-'~-Fl"i'!-1.Ji,.j.......j--l----+-l+l-t-l-..j.\jf---lc+-e----+---+l-l-l!l--l---l---+--+---l---l-J.l.-l--l---l---+--+---1---1 ; ' : II: j I: ?t-.t--,. "-......_ ! : ~ : : ,: 50J-+--+---+--+---+-l-i'll++'-+-j,-j~./l----+--J!H-++--1!-1--+-l----f-\;+'!-,k+-+l!l-++\f---+----il+J+j"-i-1i-+--+----+----+f-H-l-l-t---l----+---l I I ' 1:, I ,I I I ' ' I ' 40--+---+---+--+-: --+l-14 1 -l-l~JLl:-t-1--ll--:'-f1ftt+-Jl'-t--+---+---+lll-: t+--1--ll'' -'1-1--1-:--1--~-l- 1 '--'!;-l-ll-;-l--l--t--t--+--+l-l-l-l-l--t--t---+----l i1 lj : t , ' I i I i~ ! I I' I i I I ! M I j\ I 30Hl-+---t~'---1 -tHJt+-+-¥-1 -t-1---t'-1-''-ft-t-t-t-1''-t--+--+-----tl't-' t+--t-"1---1\'i\-'-1 "1---'-'--l:l~,'-H--+--+--+--+tH--f-J--t--+---+----l I:,' I: 1::, : :1 : ~~I:::' 20H-t---t--'-1 --t+H'-t-il-f--1-'--' +'-4tH-t-t'--' t--t-t----tft+++111--t-'"t+---'--'l'l,.ldl-f-+-+--t---+---+t-t-1-1-+-+--l--+------1 i ! f' I I i l I I I : : : ; : ! I I \L'. : 1 o H-t---t--'---l+H,, +--+--+-'--+-4,++++f++--t---+fll. +++-11--+..J.., -t---' 1 -"'I, ~H-t-+--t---+---1++-H-H--+--+---+ I i r1 I ' I I 1 ' 1:,' O L..J.--'----'-~_,.,-' --'-''-"--'-''-"-'--i .,l,I-JCLI...C...1-L-.1---'-LI.LI.-"-"....J.--'"-'-i ---,'"'-"-'-.J..L...J..-'-....J.--,,-',.,WU-L...J..--1......J.~=' 100 10 1 0.1 0.01 0.001 : ! ! GRAIN SIZE· mm. %+3" %Gravel % Fines o/o Sand Coarse Fine Coarse Medium Fine Slit Clay 0.0 0.0 3.3 3.4 19.5 44.4 29.4 0.0 36.7 4.3 3.4 10.4 26.7 18.5 0.0 3.0 4.8 2.0 32.0 50.4 7.8 LL PL Dor Orn Orn D~n o ... C~ c .. 0.8018 0.2921 0.2130 0.0773 59.9900 6.4842 0.6248 0.2126 0.8079 0.4370 0.3777 0.2849 0.1949 0.1074 1.73 4.07 Material Description uses AASHTO o SiltySAND SM SM SP-SM o Silty SAND with gravel 6 SAND with silt Project No. T-2160-2 Client: Highland Community Church Project: Highland Community Church Addition o Location: Test Pit TP-101 Depth: 5 Sample Number: TP-101 o Location: Test Pit TP-102 Depth: 5 Sample Number: TP-102 6 Location: Test Pit TP-103 Depth: 5 Samole Number: TP-103 Terra Associates, Inc. Kirkland. WA Remarks: Figure 1 lJ ~l ·1 '] ~J ~1 : I : I -l ) L.I : I : I , I '. I : I I I l ) _ l a: w z U: f-z w ~ w ll. 0 0 0 0 Particle Size Distribution Report . .5 ·C: c:.5 o~g ~ ~~~!ii~ I i ~~i i ;i~ 100 rT-r--r-i'1'--irn, "TT"ir~'I Q,;;;........_5-<:;:mr,-<:>,-"F"'i""'r-riii-1 TT"r11rl""11TT1 -ii-1 rrrr1 TT,-,-,--,1T'T-,,,-,---,---, I I I~~! ·r-i !. I i i I I I /: I I -;..,., ' ~~ ; i I i I I 90H--f---l---,,~+1+,++-+-+,-+1.---J,-~-=.:l""4--l-1:l,.ll-...._-+--+---+l\\1 ++-!--+-, -+-~, +-.1~++-h,+-J--l-l--+---+--++++-l--+---l---l----J--______j 1, ', • ' I '~ 1 "''-I ', ' ' I' ' I ~ ~ 1. i 11 I I I; 1, i 1 : !~ 'I i 1 ! !1 I ao1-t--t--+-;,~tttl:++-t--rr,--+--+---,,--+t++-l-h-,f-~,'.,-.""'""''-Ht, -11+-t--+-, -+-,-+--,,,---,: ... t-11111t-f-l--l---+---+---t+++-f-+-+-l---+------I I II ! i I : ii I ' ! 'I I 1: I I I 11 i i I II ! 70 1---+-+--+~--+1++-+-+-+-l-'-+--.--+.+-++-+-Jl--l--+--+---+IN-l-l-+-4--i--'-+--'-----;++++-+-!-+--+--+---++++-+-+-+--l-+-----1 1: ' 1: ' ' ',·1 ', 1: ' ' I I' I 1! ', I ' :1 60 H--l----l----i'-+++,+-+-1---l'!-+-l'-+! --;'--+!I ++-!-li-1: +-l-'-+--+-11-'!-'. -1-4--l-!!-. +--'l---<:++Hi+-+-!-+--+--+---++++-+-+-+--l-+-----1 1: ,: i ' I ! I I' ! 50 H-+---+_L: -+H- 1 ++--!-+,-+-L-1'~ 1 '-lil'-l+./--.JL 1 ; +--1-+---l-lll! -hl-+ll---1-!-' +-~!-' -:4-1. H- 1 ++--!-+-+--+---+l++-+-+---1---1---1-----l I : : 40H--t--+-'- 1 --l-H+++ 1 -+ 1 --t--'-;-t 11 - 1 '--+IH+-l-+ 1 +-t-+--+R:-l+-l4'1-+-'- 1 t-1--' -~·: H-:4++-+-+-+--H++H-+--l-+----1 ' 1, : I i i I ' ' 30 H-+---+-+---i-H-'++--!-+-l--+---+l'-l+-i---!J---1---i-+--+lll' ++-=\-I--'-' +-'--4-1' H-' '++--!-+-+--+---+1++-+-+---1---1---1--~ I I : I ! i I ,I~ : I ! 201-t--t--+-'---tiH+t+f-/---f--+t+t+-f, +-t-+--tt111 ++-H, -W-+,,, +- 1 '--- 1 +1+,++-H-+--t---+t++-t++-+--+------1 ,u ! '· :.1 \ -y..._; 101---1--l----l---'-----l-l-l--+-l--l--i--il---l----l+l-l-+-l-l--l---1----+llJ-' +-J--l--'l----1-\'1-+--'--~+''l-+-l-l--+---+--+++-J--l-l--l--l----l------l N::._1 I -'' GRAIN SIZE -mm. %+3" % Gravel % Fines %Sand I Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.6 54.0 42.4 2.9 0.0 0.0 9.6 6.4 35.5 40.7 7.8 0.0 5.7 9.2 5. 1 48.0 29.4 2.6 D~n D~n D~n C~ c .. 0.7174 . 0.5081 0.4499 0.3509 0.2788 0.2481 0.98 2.05 2.3468 0.5401 0.4372 0.3062 0.1932 0.0983 t.77 5.49 4.6929 0.6836 · 0.5722 0.4108 0.3072 0.2687 0.92 2.54 Material Description uses AASHTO o SAND SP SP-SM SP o SAND with silt t. SAND with irravel Project No. T-2160-2 Client: Highland Community Church Remarks: Project: Highland Community Church Addition o Location: Test Pit TP-103 Depth: 12 Sample Number: TP-103 o Location: Test Pit TP-105 Depth: 5 Sample Number: TP-105 t. Location: Test Pit TP-105 Depth: 10 Sample Number: TP-105 Terra Associates, Inc. Kirkland. WA Figure A-10 ~1 1) : l APPENDIXB ~l PREVIOUS FIELD EXPLORATION ~, ~, ~I : I : l : : ) : J : l : I J : I : I C I I ) 1 l_J : l ~l r] :-1 : I '. l : I ' l -) : I : I J J ,. ,. J ~ J -J _ J ) I Logged by: DBG Date: 9-14-92 Depth Test Pit No. TP-1 (ft.) USCS/ W 0 Grap;;,_~,.,,, ______ s_o_i_l D_e_s_c_ri_Pti_·o_n ______ --,,1'%:.::L,-----, Brown-black silty gravelly SAND dry, loose (Fill) 5 10 Concrete, asphalt metal debris, pile ends. Brown, silty SAND, moist, loose (Fill) 18 '----------------------112 Re<H>rown SAND with silt, fine to medium grained, moist. loose. Brown silty SAND, fine to medium grained, moist, medium dense 14 Test pit completed at 12.5 feet. No groundwater seepage encountered Some caving in upper 5 feet. Logged by: DBG Date: 9-14-92 Depth (ft.) 0 5 10 Soil Description Brown, silty gravelly SAND, fine to medium grained, moist, medium dense. Asphalt at 2 to 3 feet. (Fill) w % 6 9 ------------------~14 Red-brown SAND with silt, fine to medium grained, moist, loose. Brown, silty SAND, fine to medium grained, moist, medium dense. Test pit completed at 11 feet. No groundwater seepage encountered. No caving. 6 TERRA ASSOCIATES TEST PIT LOGS HIGHLAND COMMUNITY CHURCH RENTON, WASHINGTON Geotechnical Consultants Proj. No. · T-2160 Date 9/92 Figure 4 l 'l_) '. J ~1 'l ·1 , I : I : I : : ) : I I . I l l Boring No. Logged by: DBG Dated: Graph/ uses 1-15-93 Relative Soil Description Density ALL· Brown, silty SAND with gravel, flne to coarse, asphalt and wire debris Loose encountered from 7 to 9 feet. Loose • rown, silty SA D. 1ne Loose to medium, trace of gravel. Tan SAND, fine to medium, Medium dense with a trace of gravel. to dense Gray SANO, fine to Dense to medium. very dense Test boring terminated at 39.0 feet. No groundwater seepage encountered. TERRA ASSOCIATES B-1 Approximate Elev. +365 Q) Depth a. (N) Water E Blows Content (ft.) C (ft) (%) C/) I 5 5 I 9 I 9 10 I 5 I 6 15 I 10 I 25 20 I 17 I 36 25 I 45 30 I 39 35 I 60 Boring Log HIGHLANDS COMMUNITY CHURCH RENTON, WASHINGTON Geotechnica/ Consultants Proj. No. T-2160 Date 1/93 Figure 3