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Home My WebLink AboutReport 01( •• · RECORDING REQUESTED BY AND. WHEN RECORDED MAIL.TO: • ... 111, I I I Ill II I IIII II II IIII I II I II 20101203000521 CITY OF RENTON COV 67.00 PAGE-001 OF 006 12/03/2010 12:26 KING COUNTY, WA "S,0 Io 'J.3C::> =CITY~=CL=E=RK='=S=OF=F=IC=E _____ . L.. lt It Of-0/U CITY OF RENTON 1055S()UTH GRADY WAY RENTON WA 98057 DECLARATION OF COVENANT · FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS · G~tor: /<!J{;O\P !NW:fLlM~ Grantee: City of Renton Legal Description: l-oT 4 TGw' · 1 NT IN TR.A · l?P · f-.G-N1or--l bt\llf-:T FL-AT 1,,-UA -0Cf-,-01c:i-s-1--\PL fSfi?:G -it -:zooq o'33l 4 0000 q . AdditionalLegal(s) on:---------,----------'--'------ Assessor's Tax l;'arcel ID#: ? Z 1.. ::,6 5 -q 3 5 7 · .IN CONSIDERATION of the approved City ofRenton(ch~k one of the following) !!("residential building permit, D commercial building permit, D clearing and grading permit, q subdivision permit, or · D short subdi~ion per'mi'. for Application Fil~ No. LUNSWP C P \ 0 \ 9 'o! relating to. the · real property (''Property'') descnbed above, the Grantor(s), the owner(s) in fee of that Pro~/t.:r'& 3' /. • • ... • • covenants( covenant) wifu City or Renton, a political subdivision of fue state ofiVashington, fuat he/she(fuey) will observe, consent to, and abide by fue conditions and obligations set fortli.and descnlJed in Paragraphs 1 furough 8 below wifu regard to fue Property. Grantor(s) hereby grants(grant), . covenants(covenant), and agrees(agree) as follows: . 1. Grantor(s) or his&er(fueir) successors in interest and assigns ("Owners") shall retain, uphold, and protect fue stormwater management devices, features, pafuways, limits, and restrictions; known: as · flow control best management practices ("BMPs'.'), shown on fue approved Flow Control BMP. Site Plan for fue Property attached hereto and incorporated herein as Exlnoit A · 2 .. The Owners shall at fueir own cost, operate, maintain, and keep in good repair, fue Property's . BMPs as descnoed in fue approved Design and Maintenance Details for each BMP attached hereto and . -. . incorporated herein as Exlnoit R 3. City orRenton_shallprovide at least 30 days written notice to tbe Owners tbat entry on tbe Property is planned for fue inspection of fue BMPs. After fue 30 days, fue Owners shall allow fue City of Renton to enter for fue sole purpose of inspecting fue BMPs. In lieu of inspection by fue City, fue Owners may __ elect to engage a licensed civil engineer registered in fue state of Washington who has ,_.., expertise in drainage to inspect fue BMPs and provide a written report descnlJing fueir conc)ition. If fue. engineer option is chosen, fue Owners shall_ provide written notice to fue City of Renton within fifteen . days of receiving fue City's notice of inspection. Within 30 days of giving this notice, fue Owners, or fue engineer on behalf of fue Owners, shall provide fue engineer's report to fue City of Renton. If the report is not provided in a timely manner as specified above, fue County may inspect fue BMPs wifuout further: · notice. ~:. If fue City determines from its inspection, or from an engineer's report provided in accordance • • witb Paragraph 3, 1hat maintenance, repair, restoration, and/or mitigation work is required for 1he BMPs, The City shall notify fue Owners of fue· specific maintenance, repair, restoration, and/or mitigation work . . (Work) required under RMC 4-6-030. The City shall also set a reasonable deadline for completing fue Work or providing an engineer's report tbat verifies completion of fue Work. After fue deadline has .,._-- ( ( • • IN WITNESS WHEREOF, this Declaration of Covenant for the Maintenance and Inspection of. Flow Control Bl'vfl's is executed this ~ day of Nov , 20 JQ_. ( GRANIOR, owner of the Property STATEOFWASHJNGTON ) COUNTY OF KlNG )ss. '()n this day personally app~ before me: l(u\cli.p ~--T W'.Y1 OC/" · · · , to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and volwitary act and deed, for th_e uses and purpos~ therein stated. Given wider my hand and official seal this . ~ day of_.· _N_<JV __ ·---~ 201Q_. 5-~---- Printed nain . Notary Public in and for the State ofWashingtoJ;I, residing at · ~..e()'flX) I \AA My appointinent ex:p.ires -~ o , w I ::> . ( • King County TYPE2 Dept. of Development and Environmental Services (DOES) Land Use Services Division (LUSD) 900 Oakesdale Av. SW · Renton Washington 98055-1219 FILE CONTENTS / LOG-IN SHEET (For Variances, Conditional Uses, Reasonable Uses, Short Plats, Shoreline SD I VA, Binding Site Plan) FILE NO.: L05S0009 PROJECT I FILE NAME: TUMBER Short Plat OWNER(S): Kuldip Tumber REVIEW PLANNER: Fereshteh Dehkordi AGENT(S): Cramer NW Inc. ~ / . /. ' COMPLETE APPLICATION DATE:~ REVIEW ENGINEER: APPLICATION FILED: February 23, 2005 A. B. C. PRELIMINARY. FINAL AND RECORDED ACTIONS 10£1£: 1. Notice of Decision Date: 2. Preliminary Approval Date: 3. Revision: 4. Recording No.: HEARING EXAMINER'S ACTIONS (If Applicable.) If Appeal Filed: D (recvd date): ___ _ Appeal Receipt -D Pre-Hearing & Hearing Date(s): ___ _ Examiner's Action and date signed: ------------------ 1. PreHearing Notice, dated: 2. PreHearing Order, dated: 2. Continuation, dated: 4. Examiner's Report, dated: 5. Reconsideration, dated: 6. Appeal Summary, dated: DDES RECOMMENDATION LETTER. NOTICE AND STAFF REPORTS I. Recommendation Letter: 2. Appeal Report: 3. Addendum Report: (Y S.E.P.A. Requirements (if applicable) . ~Threshold Determination Type: .t115 ~I MDNS IDS) E. 1. 2. Date Determination Issued: /dU.J't",~ [; . / ~ 500' Owners/ SD/ or Agencies Mailing Sent:'dbY/oS- 4. Appeal Filed on Determination: D -No; D -Yes • 5. Appeal Statement(s): From: Date recvd: 6. Appeal Response(s): From: Date sent: NOTICE REQUIREMENTS Notice of Application / /., a. Affidavit of Posting sent: 3/1( /,Oi Recvd: b. Legal Ads: Seattle Ti es Date Published: Local J ~ Diµe Published: c. 500' owners' I SD/ ag ncies' mailings sent: S/d'fh?.C Notice of Decision , /_ . /v- a. 500' owners' I SD/ agencies' mailings se~/.21;~ (IO t(,c/.JI /f/tE.,t::l uJ/ .5/bf 2. • • I @ COMPLETE APPLICATION ITEMS Date Received: February 23, 2005 /Intake Checklist, Application , 2. Application Fee Info. 3. Applicant Designation Form 4. Legal Description / , r: ~ssessor'sMaps: 6£ .3;?~,,;J,-J-5 / Ne .£~.;J;)~S- -6..,..Certificate of Water Availability ' .l/'. Certificate of Sewer Availability 8. Preliminary Health Approval 9. .Certificate of Future Connection ~ire District Receipt .,...rr. Site Plan (Platting) Map i)ff." Legal Lot Proof ~nsitive Areas Compliance Affidavit ~nvironmental Checklist 15. Transportation Concurrency ~eve! One Drainage Analysis · A/1..J /P <:. LJ}<-Other(s): a._,/),5......_~AL~S'~r~Y~~LZZ~-1~~~-- b. C. 18. Waiver(s): a. b. IF APPLICABLE TO FILE BEING REVIEWED: 19. Right-of-Way Use Permit, File No.: 20. Variance, File No.: 21. Rezone, File No.: 22. Shoreline File No. 23. Others -File No(s). @ ADDITIONAL PLANS/ MAPS ) . ....r'."" Conceptual Drainage Plan r:!~ ,k 13 \// (rj b &i-iois Q , A, 2. Wetland MitigationRlan • . • ~ 1'1/ i ~ OtherMap(s) a)Q\/ l<..Q<) Si\£ Qk1 f\ KQ\U , ·l',I 05 b) • ~ ' c) ,,,..--~ d) GsPECIAL STUDIES I. Wetland/ Stream Report: --------------- 2. GeoTechnical Report: 3. Traffic Study: 4, Wildlife Study: 5. Other(s): L05S0009 Page 2 of 3 ' ~.. '• • L05S0009 • Q 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17; 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. Page 3 of 3 .. ( • · RECORDING REQUESTED BY AND WHEN RECORDED MAIL.TO: CTIY CLERK'S OFFICE CTIY OF RENTON 1055 SOUTH GRADY WAY RENTON WA 98057 DECLARATION OF COVENANT • . .• .. · FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS · G~tor. /<UL-DIP !NW::JLlM~ Grantee: City of Renton . Legal Description: L .. a-r · 4 TGw' · 1 NT Its.,} TRA · OP · f:.G-N1oN 61::tofcT ~AI t,...UA -oq-,-010-s+..\PL (S£G -it--2ooq o:33l 4 0000 q . AdditionalLegal(s) on:--------,-----------'----- Assessor's Tax Parcel ID#: ? Z 1. ?6 5 -'1 '3 · 5 7 IN CONSIDERATION of the approved C:ity ofRenton(ch~k one of the following) ~sidential building permit, D commercial building permit, D clearing and grading permit, P subdivision permit, or · D short subdivision penni~ f~r Application Fil~ ~o. LUA/SWP C P \ 0 \ q 4 relating to.the - real property ("Property'') descnl>ed above, the Grantor(s), the owner(s) in fee of that Property, hereby 'fq' LiNo ~16. .. !UED l1S1'0fSl(1i . TROIOI PER ocrM. 'fJIS gECT, i'W ·SJ. .MU RfXF . Ni£.4 PER tROIQI ·/rn'J : H'l(l{fi xfg'.. :~c,- . CRASS' WW f'rR -16(TA'll1} fUJI( . : 1"',,.:mv ·~1:;:~-- :1.Moi!VP 1, ,, 1R£NCH.P(}U¥J'Nf .. · :\t\:;tt,:~;;P.:-~ ~ n,£ l SID 1341.F ' NI/ 5()&1 I.,:: : :~=~, . ; N01l1 RUOr ro /JBU , : . : /IP WT <T r:.tTQf ~ -;-, \' -.. -., : ND SUFACC llOlf At:lffl5:S'.·.r: \. PA~ IJl1.fl(Jlf ro SL_. 'n fl2N} sr. AS' ~IN ,........ f "lL.I(. .:·:·_..:;..-........ < .... -· : r 'I :.1;_ :~-:00;;~ l TO IJ,OUQfT"'f(} @ ,-~-,,r -~·<.'-, )::. I ~' ' -< 1-, . 5 : ,. ~ :0 I o s a~~~ij r 3~,~~~11,> ,. ~M ... g;f<i g Ii'~' ij'i ~~r C: ~~~~ !:i ;u~ z£'1- ;,8 .~ ~ ~~ ~ - .Iii ~ r :v: t.l r £" DO f') ,· . )!IJ I 4'E 5145 !. can ~ ~ 511.J __ -------. 51~, : i I I ~ ' , I .SfZO• ~~~1.0 ~ ;,LO rJ:.u -f · I .ftl, ·.f. RJJ/ 5/dl f I • ' !-'-4'l' !j{)].lf 511.J ,,j~==-c:;:_r, . r: . ..: ... !IJQ.,/. '•'' ~ \-,;.~--(" ~ !fQ.4_JL i'\ ! ~ ! ff•4fZ.6 1..12.J IT•51al . ,,a,J,t :-1·. RIii 5fa6 I .. nc 5lll.ll 1~@7.D i I , I . 5/aJ .. , ·1·:· .L __ ·-• -------~ :@ . · ,~-"" 51D.l 41.a 4 :"~] --t·. I ·-· Fl1B} ~ . .._ ., , ... , l' I. '"' . . TRDIQf rui _., ~ .. : ··-·. £..:l_;f;J ·'--f% 1 ,•,.",-,:' \·: 1JIS-S1EET-..!f!. __ '-. j;'/ _.II'. . -. ' • ·.-. '·' SF.'"'·- H _.II'. 11 I ""' "" IRf]{Q( -f~I-_ _ .. --.---6!40 .. / {rtPJ rr;, --· s10.s l .. '·j P.'. ",..,, ,.,·· ·, .. ,. ·"'-.::-:----:. ""'' :,I I/AX -",...-.,..__ I \ ., -~-~---,a, -r--,-1 .tl.W0:51.<P! ----.-1··. "1S'UM,tw·. lflDiW' 1U OCTAi., , ':f"',,,,, T !", ~ ! 25' £(NG X 10' If«" lllt. IJll,£N!ia( a" txA.$S 'LAIN fl¥( ISOif/Bl Fl.OP PATH (T'tPJ I. "'~ .... <7. L. :~-- ~.u~.,, ·;;_ :·.:~·hf ~-g !.:,'-~:~:~ #'.<DA:ll(IJI/PC ~tXHffrm ,,_M_,. GRA VR RLLEO INTERCEPTER TRENCH TRENCH X-SECTION NTS """" level outlet I ~ :i: 'i:ii :::j l> .,,,. __ _ I Sm ... catch bas~ cir )'Cll'd mllln s7DQ ,q. ft. r--------lTn,al~ sJIOG •q.fL PLAN VIEW OF ROOF . NTS ~f;;;f~t: 811111* 1~foollnnch fii1v; •. ;· ·.:·. \ "Flowplllh 8'9menl '.: :~:qf {~/~~~{:·~ Molntlall ao.t~-~~,."'" board (SN flv,n C.Z.1.D, p.C.U) • • \/ • • covenants(coverumt) with City or Renton, a political subdivision of the state ofWashlngton, that he/she(they) will observe, consent to, and abide by the conditions and obligations set forth and described in Paragraphs 1 through 8 below with regard to the Property. Grantor(s) hereby grants(grant), covenants(covenant), and agrees(agree) as follows: 1. Grantor(s) or bis/lier(their) successors in interest and assigns ("Owners") shall retain, uphold, and protect the stormwater management devices, features, pathways, limits, and restrictions; known as - flow control best management practices ("BMPs'.'), shown on the approved Flow Control BMP. Site Plan for the Property attached hereto and incorporated herein as Exlnliit A · 2. _ The Owners shall at their_ own cost, operate, maintain, and keep in good repair, the Property's . . BMPs as descnlied in the ~ved Design and Maintenance Details for each BMP attached hereto and incorporated herein as Exlnliit R 3. City orRenton_shallprovide at least 30 days written notice to the Owners that entry on the Property is planned for the inspection of the BMPs. After the 30 days, the Owners shall allow the City of Renton to enter for the sole purpose of inspecting the BMPs. In lieu of inspection by th~ City, the Owners may elect to engage a licensed civil engineer registered in the state of Washington who has "' expertise in drainage to inspect the BMPs and provide a written report descnliing their condition. 1f the. engineer option is chosen, the Owners shall provide written notice to the City of Renton within fifteen days of receiving the City's notice of inspection. Within 30 days of giving this notice, the Owners, or the engineer on behalf of the Owners, shall provide the engineer's report to the City of Renton. If the report is not provided in a timely manner as specified above, the County may inspect the BMPs without further' · notice. ~-. 1f the City determines from its inspection, or from an engineer's report provided in accordance ~ . . with Paragraph 3, that maintenance, repair, restoration, and/or mitigation work is required for the BMPs, The City shall notify the Owners of the specific maintenance, repair, restoration, and/or mitigation work (Work) required under RM;C 4-6-030. The City shall also set a reasonable deadline for completing the Work or providing an engineer's report that verifies completion of the Work. After the deadline has ( ( ( ( • • passed, the Owners shall allow the City access to re-inspect the BMPs unless an engineer's report has · been provided verifying co~!etion of the Work If the •WOP<'. is not comp!t:ted prriperiy within the time ·. :frame set by the City, the City may initiate an enforcement acti~n. Failure to properly ~lain the BMPs is a violation ofRMC 4-6-030 and may subject the Owners to enforcement under the RMC 1-3, including fines and penalties. 5. Apart from performing routine landscape maintenance, the Owners are hereby required to obtain written approval from the City or Reirton before performing any alterations or modifications to the BMPs. 6: Any notice or approval required to be given by one party to the other under the provisions of . ' :. . . . ; . this Declaration of Covenant shall .be effective ~pon personal delivery to the other party, or after three (3) days fro,;, the date that the notice or approval is :mail@ ~th d,;livciy confirmaticin to the curient acjdress . . on record with each Party. The parties shall notify each other of any change to their addresses. 7. This Declaration of Covenant is intended to pnm10te the efficient and effc:61:ive mahagement of . surface water drainage on the Pn;,perty, and it shall inure to the benefit of all the citizens of the City of Renton and its successors and assigns. This Declaration of Covenant shall run with the land and be binding upo,; Granter( s ), and Granter';( s1 successo~ in interest and assigns. 8. This Declaration of Covenant may be terminated by execution of a written agreement by the Owners and the City _of Renton. that is recorded by King County in its real property records. ' l ·' -• • IN WITNESS WHEREOF, this Declaration of Covenant for the Maintenance and Inspection of. Flow Control BMPs is executed this~ day of Nw , 20 10 . ( GRANTOR, owner of the Property STATEOFWASHINGTON ) COUNTY OF KING )ss. : :an this ciay personally app~ before me: kulcli.p S: -T Un:) o/ . · · . · , to me known to be the indivi~(s) descnoed in and who executed the within and .foregomg instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. . Giv~ under my hand and official seal this . ~ day of_· ·_N::....c:.<JV=--=--.·-----' zolQ_. , . ,, ............. , .... p. R. o~, . i' ,..,<?-...... <.:/ ~-~ .v ' EX '• ~/,. "1! . ~.,•~\!-· P, "•.-ic\. ~_.-(.Jo ·~~Ry • .•• o .\ w: ~o tY"' :z: ~i: _. v :01 ' \. pue\.." ~~/ /;/ \ (ll~ ··."'Av o~.';.-:~ ... # • ·7 )-. ........ 't, ..... ~ fl'. ... .._~OF 'l'(I" ,,,•• . .,,, ..... ,,,o•~ ;r:~---- Printed nam . Notary Public in and for the State of Washington, residing at · 'i2.e,n'WY) I \AA My appointinent expires ·f1ci:j O I 20 l :;> . ( • • EXHIBITB TEXT OF INSTRUCTIONS FOR BASIC DISPERSION Your property contains a stormwater management flow control BMP (best management practice) called "basic dispersion", which was installed to mitigate the stormwater quantity and quality impacts on some or all of the impervious surfaces or non-native pervious surfaces on your property. Basic dispersion is a strategy for utilizing any available capacity of the onsite vegetated areas to retain, absorb, and filter the runoff from developed surfaces. This flow control BMP has two primary components that must be maintained: (I) the devices that disperse runoff from the developed surfaces and (2) the vegetated area over which runoff is dispersed. Dispersion Devices The dispersion devices used on your property include the following as indicated on the flow control BMP site plan: gravel filled trenches; sheet flow. The size, placement, composition, and downstream flowpaths of these devices as depicted by the flow control BMP site plan and design details must be maintained and may not be changed without written approval from the City of Renton, Public Works Department, or through a future development permit from the City of Renton. Dispersion devices must be inspected annually and after major storm events to identify and repair any physical defects. When native soil is exposed or erosion channels are present, the sources of the erosion or concentrated flow need to be identified and mitigated. Concentrated flow can be mitigated by leveling the edge of the pervious area and/or realigning or replenishing the rocks in the dispersion device, such as in rock pads and gravel filled trenches. Vegetated Flowpaths The vegetated area over which runoff is dispersed must be maintained in good condition free of bare spots and obstructions that would concentrate flows. , • ,1; CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: September 9, 2009 To: City Clerk's Office From: Stacy Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: LUA (file) Number: Cross-References: AKA's: Project Manager: Acceptance Date: Applicant: Owner: Contact: PID Number: ERC Approval Date: ERC Appeal Date: Administrative Approval: Appeal Period Ends: Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date Appealed to Council: By Whom: Council Decision: Mylar Recording Number: Gurdev Singh/Tumber Short Plat LUA-09-010, ECF, SHPL-A, V-A King County File #L05S0009 & L05V0045 & L07FR057 Singh Short Plat, Tumber Short Plat March 10, 2005 Kuldip Singh Tumber Same as applicant Terry Wilson, Cramer NW, Inc. 3223059038 October 28, 2005 November 14, 2005 October 28, 2005 November 14, 2005 20090331900009 Date: Date: Project Description: A short subdivision of a .55-acre parcel into four lots for detached single- family dwellings in the R-8 zone. Location: 11328 SE 192"d Street Comments: ~------------------- March 9, 2009 Monday, 7 p.m. CALL TO ORDER ROLL CALL OF COUNCILMEMBERS CITY STAFF IN ATTENDANCE CONSENT AGENDA Council Meeting Minutes of 3/2/2009 CED: Federal Lobbyist Services, Petrizzo Strategic Group Plat: Gurdev Sing Short Plat, ROW Dedication, SE 192nd St '51\~~o q-o \ o CAG: 06-097, Addendum #46, Eastside Fiber Consortium SAD: Earlington Sanitary Sewer Interceptor UNFINISHED BUSINESS Finance Committee Finance: Vouchers • RENTON CITY COUNCIL Regular Meeting MINUTES • Council Chambers Renton City Hall Mayor Law called the meeting of the Renton City Council to order and led the Pledge of Allegiance to the flag. RANDY CORMAN, Council President; MARCIE PALMER; DON PERSSON; TERRI BRIERE; RICH ZWICKER; GREG TAYLOR. MOVED BY TAYLOR, SECONDED BY ZWICKER, COUNCIL EXCUSE ABSENT COUNCILMEMBER KING PARKER. CARRIED. DENIS LAW, Mayor; JAY COVINGTON, Chief Administrative Officer; LAWRENCE J. WARREN, City Attorney; BONNIE WAL TON, City Clerk; A LEX PIETSCH, Community and Economic Development Administrator; GREGG ZIMMERMAN, Public Works Administrator; PREETI SHRIDHAR, Communications Director; DEPUTY CHIEF ROBERT VAN HORNE, Fire Department; DEPUTY CHIEF TIM TROXELL, Police Department. Items on the consent agenda are adopted by one motion which follows the listing. Approval of Council meeting minutes of3/2/2009. Council concur. Community and Economic Development Department recommended approval of a contract in the amount of $62,500 with Petrizzo Strategic Group for federal lobbyist services. Refer to Finance Committee. Development Services Division recommended acceptance of a deed of dedication for additional right-of-way in the vicinity of SE 192nd St. and I 13th Way SE to fulfill a requirement of the Gurdev Singh Short Plat (SHP-09-010). Council concur. Finance and Information Services Department recommended approval of Addendum #46 to CAG-06-097, Eastside Fiber Consortium agreement, to add the City of Auburn as a consortium partner. Council concur. Utilities Systems Division requested authorization to establish the Earlington Sanitary Sewer Interceptor Special Assessment District in the estimated amount of$767,783.60 to ensure that project costs are equitably distributed to those who benefit. Refer to Utilities Committee. MOVED BY CORMAN, SECONDED BY PALMER, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. Finance Committee Chair Persson presented a report recommending approval of · Claim Vouchers 281205 -281550 and three wire transfers totaling $2,759,695.32; and approval of 117 Payroll Vouchers, one wire transfer, and 812 direct deposits totaling $2,731,359.27. MOVED BY PERSSON, SECONDED BY TAYLOR, COUNCIL CONCUR IN THE COMMITTEE REPORT. • • CITY OF RENTON COUNCIL AGENDA BILL I AI#: 5, C., Submitting Data: Department of Community and For Agenda of: March 9, 2009 Economic Development Dept/Div/Board .. Development Services Division Staff Contact ...... Carrie K. Olson x7235 Agenda Status Consent. ............. X Subject: Public Hearing .. Acceptance of additional right-of-way to comply with Correspondence .. City of Renton code for new short plats and the Ordinance ............. Gurdev Singh Short Plat (LUA09-010). Resolution ............ Old Business ........ Exhibits: New Business ....... Deed of Dedication Study Sessions ...... Exhibit Map Vicinity Map Information ......... King County Report & Decision for Short Subdivision Recommended Action: Approvals: Council concur Legal Dept. ........ X Finance Dept ...... X Other. .............. Fiscal Impact: NIA Expenditure Required ... Transfer/ Amendment ....... Amount Budgeted ....... Revenue Generated ......... Total Project Budget City Share Total Project. SUMMARY OF ACTION: The area to be dedicated for street improvements is approximately 1,790 sq. ft. to widen SE 192 00 Street and was granted by King County. This dedication complies with the code requirements for this short plat. As the successor jurisdiction through the Benson Hill Annexation, Council acceptance of said right-of-way should be completed prior to recording the deed with the short plat. STAFF RECOMMENDATION: Accept the additional right-of-way and authorize the Mayor and City Clerk to sign and record the Deed of Dedication. l:\PlanReview\COLSON\Shortplats 2009\Gurdev Singh SHPL 02m AGNBILL.doc Return Address: City Clerk's Office City of Renton 105 5 South Grady Way Renton, WA 98055 • • DEED OF DEDICATION Property Tax Parcel Number: 322305-9038 Project File #:L05S0009 Southeast 19200 Street Reference Number(&) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): I. Gurdev Simm and Kuldip S Tumber I. Citv of Renton. a Municin•J Co~ration LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page 2 ) Lot 2, Short Plat No. 482007, According to the short plat recorded under recording no. 8303080870, records of King County, Washington. The Grantor. for and in consideration of mutual benefits conveys, quit claims, dedicates and donates to the Grantee{s) as named above, the above described real estate situated in the County of King. State of Washington. IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. Approved and Accented Bv: Grantor(s): Grantee(s): City of Renton :i:: Cwi..,A~ s \-, ":i.( Gurdev Singh Mayor '6_ /It/ /.41 / 'j;I >,791! z;i m.1> (!,.- Kuldip S Tumber .. City Clerk INDIVIDUAL FORM OF STA TE OF WASHINGTON ) SS ACKNOWLEDGMENT COUNTY OF KING ) I certify that I know or have satisfactory evidence that Notary Seal must be within box signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: Hfonns/xxxFRM/AGREE/DEED ofDEDICATION\ AK FORM 04 0001/bh • • [ EXHIBIT "A") A PORTION OF TH£ NORTH 12.00 FffT OF TH£ SOUTH 42.00 FffT OF TH£ W£ST ON£-HALF OF TH£ SOUTHEAST QUART£R OF TH£ SOUTHEAST OUART£R OF S£CTION 32. TOWNSHIP 23 NORTH, RANG£ 5 £AST, W.M.. 0£SCRIB£0 AS: COMMENCING AT TH£ SOUTHEAST CORN£R OF SAID S£CTl0N 32; TH£NC£ NORTH 88"50'36" W£ST, ALONG TH£ SOUTH LIN£ OF TH£ SAID S0UTH£AST QUART£R, A DISTANCE: OF 655. 75 FEET; TH£NC£ NORTH 01°09'24" £AST, A DISTANC£ OF 30,00 F£IT TO A POINT ON TH£ SOUTH LIN£ OF TH£ NORTH 12.00 F£IT OF TH£ SOUTH 42,00 F£IT OF TH£ W£ST ON£-HALF OF TH£ S0UTH£AST QUART£R OF TH£ S0UTH£AST QUART£R OF SAID S£CTl0N 32 AND TH£ POINT OF B£G1NNING; TH£NC£ NORTH 88"50'36" W£ST, ALONG SAID SOUTH LIN£, A DISTANCE: OF 134.00 F£IT TO TH£ B£GINN1NG OF A CURVE: TANG£NT TO SAID LIN£, CONCAV£ TO TH£ N0RTH£AST, HAVING A RADIUS OF 25.DO F£IT AND A C£NTRAL ANGLE: OF 58"39'30"; TH£NC£ W£ST£RLY AND N0RTHW£ST£RLY ALONG SAID CURVE:, A DISTANC£ OF 25.60 F£IT TO A POINT OF CUSP ON TH£ NORTH LIN£ OF TH£ SOUTH 42,00 F£IT OF TH£ W£ST ON£ -HALF OF TH£ S0UTH£AST QUART£R OF TH£ S0UTH£AST QUART£R OF SAID S£CTION 32; TH£NC£ SOUTH 88"50'36" £AST, ALONG SAID NORTH LIN£, A D/STANC£ OF 155.52 F£IT; TH£NC£ SOUTH 02'00'01" W£ST, A DISTANCE: OF 12.00 F£IT TO TH£ POINT OF B£GINN1NG. ALSO KNOWN AS A PORTION OF LOT 2, SHORT PLAT NO. 482007, ACCORDING TO TH£ SHORT PLAT R£CORD£0 UND£R R£CORDING NO. 8303080870, R£CORDS OF KING COUNTY, WASHINGTON. JOB N0.:2004-1395 OWEN B. HILLE, PLS PLS NO. 40016 DATE:9 22 2008 SHEET: 1 OF 2 -1 • • ( EXHIBIT MAP) SCALE: 1"=40 . S88 "50 '36 "£ 155 .52 · 1,790 SO. FT. NB8 •50 '36'11' 134.00' ,\u Rac/=25.00' LI 58"3930" Arc=25.60' :~8 s. LI/'E OF Tl-£ N. 12.00 FEET OF Tl-£ S. 42.00 FEET OF fl;~~ OFTI-E~~OFTI-£~~ ~ ~ --~ "' ;;u;;;;:;•f192N; -STR;Tr "'Y'~!_,.-~ ..... -"""' JOB N0.:2004-1395 SOUTH LINE OF THE S.E. 1/ 4 OF SEC. 32, TWP. 23 N., RNG. 5 E., W.M. FOUND CONCRETE MONUMENT W TACK IN LEAD IN CASE (S.E. SEC. COR.} J3 OWEN 8. HILL£, PLS PLS NO. 40016 DATE:9 22 2008 SHEET: 2 OF 2 L DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAMINED AND APPROVED lHIS _ DAY OF ,20_ SCALE: ASSESSOR N/A • DEPUTY ASSESSOR PORTION OF: ACCOUNT NUMBffi 322305-9038 S.E. 1/4, S.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGTON W.M., \ N.T.S. w vi __J .. ~ ..-., sY )~ '# ~ I ' ~ S.£. 192ND ST. VICINITY MAP w vi ~ '"' ~ A. B. C. ,• . • • ® KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES LAND USE SERVICES. DIVISION 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 REPORT AND DECISION SHORT SUBDIVISION FIie No. L05S0009 DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION: This is a short subdivision of a .55 acre-parcel into four lots fordetached single-family dwellings in the R-8 zone. The proposed density Is 7 dwelling units per acre. The proposed lot sizes range from approximately 4300 to 6000 square feet. Refer to Attachment 1 for a copy of the short plat map. GENERAL INFORMATION: Owner/Applicant: . Engineer: STR: Location: Zoning: Acreage: Number of Lots: Lot Size: Proposed Use: Sewage Disposal: Water Supply: , Fire District: School District: Kuldlp Sln~h Tumber 19100 1041 Place SE Renton, WA 98055 Cramer Northwest, Inc. Terry Wilson 945 N Central Avenue, Suite 1·04 Kent, WA 98032 SE Y, 32-23-05 11328 SE 192•• Street, Renton R-8 .55 acre 4 Ranges from 4300 to 6000 square feet Resldent,lal · Soos Creek Water and Sewer District Soos Creek Water and Sewer District 40 Renton Complete Application Date: March 10, 2005 Associated Application: Road Variance FIie No. L05V0045 (R1 lE~lE~WlEij NOV 1 5 2007 lldJ K.C. D.D.E.S'. HISTORY and BACKGROUND The Subdivision Technical Committee (STC} of King County has conducted an on-site examination of the subject property. The STC has discussed the proposed . development with the applicant to clarify technical details of the application, and to determine the. compatibility of this project with applicable King County plans, codes; and other official documents regulating this development. Report and Decision L05S0009 lo7Fi2oS7 • • As a result of preliminary discussions, the applicant presented the Technical Committee with a revised site plan on July 14, 2005. The primary modification includes a revision to the private access tract to meet the King County Road Standards. D. NATURAL ENVIRONMENT E. 1. Topography: The site is relatively flat. The west half slopes down gently from northeast to southwest. 2. Solis: One soil type Is found on this site per King County Soil Survey, 1973. The entire site Is classified AgB. The foilowing are AgB chamcterlstics: AgB -Alderwood gravely, sandy loam; 0-6% slopes. Runoff is slow and the erosion hazard is slight. This soil type has a moderate limitation for low building foundations due to a seasonally high water table, and severe limitations for septic tank filter fields due to very slow permeability in the substratum. 3. · Wetland/streams: According to the King County Sensitive Areas Folio, no mapped hydrographlc features exisi on this site .. Panther Creek runs approximately half a mile west of the site. The site lies within the Black River drainage.basin. 4. Vegetation: This site is overgrown by lawn and there a few fruit trees scattered throughout the site. 5. Wildlife: Small birds and animals may inhabit this site however their population and species are limited due to nearby development. No threatened or endangered species are known to exist on or near the property. 6. Mapped Sensitive Areas: The Sensitive Areas Folio does not identify any mapped sensitive areas as being present on .this site. NEIGHBORHOOD CHARACTERISTICS: The property lies within the designated Urban Area east of the city of Renton. The site and the surrounding properties are zoned Residential with 8 dwelling unit per acre. The neighboring properties. are developed with residential structures. The site contains a house which will be removed. F. DESIGN FEATURES 1. Density, Lot Pattern, Comprehensive Plan: The site's assigned density is eight dwelling units per'acre. The proposed density is in compliance with the density of the zone. The site.is located In the "urban" area as designated by the.King County Comprehensive Plan. 2. Access and Roadway Section: The app!lcant proposes to access the lots via a Private Access Tract (PAT) extending north from SE 192"d Street into lhe ·site. AUlots will have direct access to the PAT. A road variance (KC File L05V0045) · .from the intersection spacing requirements was approved by King County Department of Transportation (see Attachment 2). 3. Drainage: The site's drainage generally sheet flows from the north to the south. A ''Targeted Drainage Review, Category 2" is required because the existing drainage system must be modified to collect and convey drainage along the property frontage. The proposed on-site improvements appear to qualify for small-site Best Management Practices (BMP's). Report and Dec:ision L05S0009 • • G. PUBLIC SERVICES 1. Sewage Disposal: The applicant proposes to serve the subject subdivision by means of a public sewer system managed by Soos Creek Water and Sewer District. A Certificate Sewer Avallability, dated February 1, 2005, · indicates this sewer district's capability to serve the proposed deveiopment. 2. Water Supply: The applicant proposes to serve the subject subdivision with a public water supply and distribution system managed by Soos Creek Water and Sewer District. A certificate of Water Avallabllity, dated February 1, 2005, indicates this sewer district's capability to serve the proposed development. 3. School facilities: _The subject subdivision w_ill be served by Benson Hill Elementary, Nelson Junior High, and Lindberg Senior High Schools, all located within the Renton School District. Ttie District has indicated ttiat the future students from this subdivision will walk to the elementary school. The students will be bussed to both Junior and Senior High schools. The walkway to the elementary school consist of pedestrian path along SE 192"' Street and·sfdewalks along 113th way SE all the way to·the Elementary school site. The Junior High· school students will be picked up at the intersection of SE 192"' and 113°' Way SE. The High School students will be picked up at the intersection of SE 192"' Street and· 116"' Avenue SE. There are pedestrian path along SE 192"' to both intersections. Additionally, there will be sidewalks constructed along the frontage of the site which will provide additional safe walking conditions for all pedestrians. H. SEPA THRESHOLD DETERMINATION: I. J. Pursuant to the State Environmental Policy Act (SEPA), RCW 43.21 C, the responsible official of the Land Use Services Division (~USD) issued a threshold determination of non-significance (DNS) for the proposed development on October 28, 2005. This determination was based on the review of the environmental checklist and supporting documentation filed with the application, resulting In the conclusion that the proposal would not cause probable significant adverse impacts on the environment. FINDINGS/CONCLUSIONS: The subject subdivision will comply with the goals and objectives of the King County Comprehensive Plan and will comply with the requirements of the Subdivision and Zoning Codes and other official land use controls of King County (i.e. 1993 King County Road Standards, 2006 Surface Water Design Manual, etc.), based upon the conditions for final short plat approval. DECISION: Proposed Short Plat revised and received July 14, 2005 as described .by Attachment 1 of this report is granted preliminary approval subject to the following con_ditions of final approval:· 1. 2. 3. 4. The proposal shall Compliance with all platting provisi.ons of Title 19A. of.the King County Code, All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. All utilities within proposed rights-of-way must be included within a !ranchise approved by the King County Council prior to final short plat recording 2005 King County Surface Water Design Manual (SWDM-The following are drainage conditions applied to this proposal: Report and Decision L05S0009 - --··-- A. 8. • TARGETED DRAINAGE REVIEW · The proposed short subdivision requires a Category #2 Targeted Drainage Review as outlined in Chapter 1.1.2.2 in the Surface Water Design Manual. The existing drainage system must be modified to collect and, c.onvey drainage along the property frontage . . ON-SITE 8MP's The proposed on-site improvements appear to qualify for small site drainage 8MP's as outlined in Appendix C of the Surface Water Design Manual. 5. 1993 King County Road Standards -Final short plat approval shall require full compliance with the provisions set forth in the 1993 KCRS, including engineering plans for all road improvements. The engineering plans shall be prepared by a · professional civil engineer licensed in the state of Washington. DOES strongly recommends that the engineering plans be submitted at least two years prior to the expiration date of the project. The following conditions.apply to this short plat unless a variance pursuant to the variance procedures in KCRS 1.08 is obtained or otherwise approved by DOES: A. D. E. F. G. H. I. Frontage improvements along SE 192nd Street shall be designed to Urban Principal Arterial Standards per KCRS Section 2,02. These -improvements shall extend along the entire frontage of the site and make standard-connections to adjacent improvements. · Forty-two feet c:,f Right-of-Way (ROW) widt_h shall be dedicated north of the SE 192nd Street R/W centerline, along the frontage of the site. Appropriate pavement tapers and pavement striping shall extend east and . west of the project's frontage. A Road Variance (KC File Number L05V0049) was granted for intersection spacing with the condition that the private access tract be locaiecfaflhe ceriler of the property frontage. Additionally, approval was granted for a reduced stopping-'Sight·distance. -.. ' ... , -, ......... / "Rockeries, luminaires and utilities.located along the frontage of the site shall be relocated; redesigned or removed to match the ultimate roadway design of SE 192nd Street without creating roadside obstacles per KCRS Section 5.11. The proposed _Private Access Tract ·(PAT) shall be revised to allow adequate access width (20 feet minimum, me_asured from the point of curve) to lots 1 and 4. This will requires shortening the length of the panhandle portion Lots 2 and 3. The PAT shall be constructed per KCRS Section 2.09.8. There shali be no direct vehicular access to or from SE 192nd Street from those lots which abut It. A note to this effect shall appear on the engineering plans and final short plat. The following Notes shall be shown of the final recorded short subdivision (1) Warning: King County has no responsibility to build, improve, maintain or otherwise service the private access road contained within or provide service to the property described in this subdivision. · (2) All private easemenis and or tracts to be maintained, repaired and/or rebuilt by the owners of the parcels having legal access there from and their heirs, as·signs or successors, unless and until such roads are improved to King County Road standards and are dedicated and accepted by King County for maintenance. Report and Decision L05S0009 • • 6. Health <KCC 13)-This project is exempt from further King County Heath Department. review. However, if improvements are required from the Sewer and/or the Water District, then verification shall be required from said Dlstrlct(s) that the improvements have been bonded and/or installed, prior to final recording · of the short plat. 7. Building and Construction Standards (Title 16}-The applicant shall comply with all applicable provisions of KCC 16.82. 8. Fire Code IKCC 17} -Secllon 902 of the 1997 Edition of Uniform Fire Code-The · Fire Engineering approval .Is granted· as proposed. 9. Density and Dimensions (KCC 21A.12) -All lots shall meet the density and dimensions requirements. of the R-8 zone classification or shall ·be as shown on the face of the approved preliminary short subdivision, whichever Is larger. Minor revisions to the short subdivision, which do not result in substantial. changes and/or dci not create additional lots may be approved at the discretion of the Department of Development and Environmental Services. 10. The existing house on the site shall be removed prior to the final approval and recordin.g. -· ·········-····· ···--······ ···· · ··· ·· ·· ·· •• · ·· • ·· · · · · · · · · · · · 11 Street Trees (KCC 21 A, 16) -Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): A. B. C. D. E. F. G. H. · Report and Decision Trees shall be planted at a rate ~f one tree for every 40 feet cif frontag~ along SE 192" Street and.the private tract where it can be . accommodated. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street right-of-way. If King County determines that the required street trees should not be located within the.right-of-way, they shall be located no more than 20 feet from the. street right-of-way line. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other workable organization unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. The species of trees shall be approved by DOES If located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub wh.ose roots are likely to obstruct sanitary or storm sewers, or that Is not compatible with overhead · utility lines. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior to engineering plan approvaL . The applicant shall contact Metro Service Planning at 684-1622 to determine if SE 192"' Street is on a bus rout.a. If It Is a bus route, the street tree plan shall also be reviewed by Metro. The street trees must be installed and inspected, or a performance.bond posted prior to recording_ of the plat. If a performance bond is postei;J, _the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed ·. per the approved plan, a maintenance bond must be submitted or the . L05S0009 , • • performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond·may be released after ODES has ·completed. a second Inspection and determined that the trees have been kept healthy and thriving. 12. Road Mitigation Payment System • The applicant or subsequent owner shall comply with Road Mitigation Payment System (MPS), King County Code 14.75, by paying the required MPS fee and administration fee as determined by King County Department of Transportation. The applicant has an option to either: A. Pay the MPS fee at final short plat recording. If this option is chosen, the fee paid shall be the fee In effect at the time of short plat application and a note shall be placed on the face of the short plat that reads, "All fees required by King County code 14.75, Mitigation Payment System (MPS) have been paid." Or B. Pay the MPS fee at the time of building permit issuance. If this option is chosen, the fee paid shall be the amount In effect as-of the date of the building permit application. Other Considerations A. Preliminary approval of this application does not limit the _applicant's responsibility .to obtain any required permit or license from the State or other regulatory body. This may include, but not be limited to, obtaining a forest practice permit, an HPA permit, building peimits, and other types of entitlements as .necessitated by circumstances .. B. The short subdivision shall conform to KCC 16.82 relating to grading on private property. c. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division Parties and Persons of Interest: CRAMER NORTHWEST LLC . . . LARRY KRUEGER 945 N CENTRAL STE 104 KENT, WA 98032 TUMBER, KULDIP SINGH 19100 104TH PL SE RENTON, WA 98055 CLAUSSEN, KIM PROGRAM MANAGER Ill COOPER, TED PRELIMINARY REVIEW ENGINEER DEHKORDI, FERESHTEH PROJECT MANAGER II FOSTER, CURT SR. ENGINEER Report and Decision L05S0009 " 0 . Jl\\ L ru· ="\ ,,'/~ .,,,. . I . ) \ ,~ '\"" ! !L_ . \ ~ 'i _S88"!11135'£ 15!1.JD" = \ \ ·-== \ \ --· ---·--~ •511'5:t:I" n 4==:~ ~- 'I' (J "'" ''''"'"' ~ #~..,.- ? LO"/"/(> ~ S8l!l15Cl3S"£ 151.23· . '"" ~,.,_~ ~)ICtS2.f"T. 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LE I " I R s L qryplatmailing 06/15/2009 1rir~m ~---~------.. ---1----l-------------- 1 11330 SE 192ND ST 13 11342 SE 192ND ST --GURDEV SINGH SHORT PLAT 14 11348 SE 192ND ST GURDEV SINGH SHORT PLAT ~ Page 1 • I • ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, ~A 98055-1219 October 28, 2005 Kuldip Singh Tumber 19100 104 Place SE Renton, WA 98055 RE: Preliminary Approval for Short Subdivision No. L05S0009 Dear Mr. Singh Tumber: The Land Use Services Division (LUSD) has completed review of the short subdivision application captioned above. The LUSD finds that the proposed short subdivision complies with the King County Land Segregation Code (Title 19A), Zoning Code (Title 21A), and other applicable codes as specified in King County Code (KCC) l 9A.08.060. The short subdivision is granted preliminary approval subject to the Conditions of Preliminary Approval attached hereto and incorporated herein by reference. Any aggrieved party may appeal this decision by the appeal deadline, which is November 14, 2005. The appeal procedure is enclosed for your information. The preliminary approval is valid for a peri_od of 60 months from the date of this letter, unless an appeal is filed. In the event that an appeal is filed, the preliminary approval is valid for a period of 60 months from the date of the appeal decision. Enclosed are the following: • Notice of Decision • Conditions of Preliminary Approval • Appeal Procedure If you have any questions regarding this letter, please contact Fereshteh Dehkordi, Program Manager, at (206) 296-7173 and Curt Foster, Engineer, at (206) 296-7106. ·m Sanders, Development Engineer Engineering Review Section, LUSD Enclosures ~~D1'n~ Lisa Dinsmore, Supervisor · Current Planning Section, LUSD cc: Terry Wilson, Cramer Northwest, Inc. Applicant File Letter.frm/CoverLtr2000.SP.doc 3/9(00 A. • • ® KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES LAND USE SERVICES DIVISION 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 REPORT AND DECISION SHORT SUBDIVISION File No. L05S0009 DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION: This is a short subdivision of a .55 acre-parcel into four lots for detached single-family dwellings in the R-8 zone. The proposed density is 7 dwelling units per acre. The proposed lot sizes range from approximately 4300 to 6000 square feet. Refer to Attachment 1 for a copy of the short plat map. B. GENERAL INFORMATION: Owner/Applicant: Engineer: STR: Location: Zoning: Acreage: Number of Lots: Lot Size: Proposed Use: Sewage Disposal: Water Supply: Fire District: School District: Kuldip Sin~h Tumber 19100 1041 Place SE Renton, WA 98055 Cramer Northwest, Inc. Terry Wilson 945 N Central Avenue, Suite 104 Kent, WA 98032 SE 'I• 32-23-05 11328 SE 192"d Street, Renton R-8 .55 acre 4 Ranges from 4300 to 6000 square feet Residential Soos Creek Water and Sewer District Soos Creek Water and Sewer District 40 Renton Complete Application Date: March 10, 2005 Associated Application: Road Variance File No. L05V0045 C. HISTORY and BACKGROUND The Subdivision Technical Committee (STC) of King County has conducted an on-site examination of the subject property. The STC has discussed the proposed development with the applicant to clarify technical details of the application, and to determine the compatibility of this project with applicable King County plans, codes, and other official documents regulating this development. Report and Decision L05S0009 I ~ ---------- • • As a result of preliminary discussions, the applicant presented the Technical Committee with a revised site plan on July 14, 2005. The primary modification includes a revision to the private access tract to meet the King County Road Standards. D. NATURAL ENVIRONMENT 1. Topography: The site is relatively flat. The west half slopes down gently from northeast to southwest. 2. Soils: One soil type is found on this site per King County Soil Survey, 1973. The entire site is classified AgB. The following are AgB characteristics: AgB -Alderwood gravely, sandy loam; 0-6% slopes. Runoff is slow and the erosion hazard is slight. This soil type has a moderate limitation for low building foundations due to a seasonally high water table, and severe limitations for septic tank filter fields due to very slow permeability in the substratum. 3. Wetland/streams: According to the King County Sensitive Areas Folio, no mapped hydrographic features exist on this site. Panther Creek runs approximately half a mile west of the site. The site lies within the Black River drainage basin. 4. Vegetation: This site is overgrown by lawn and there a few fruit trees scattered throughout the site. 5. Wildlife: Small birds and animals may inhabit this site however their population and species are limited due to nearby development. No threatened or endangered species are known to exist on or near the property. 6. Mapped Sensitive Areas: The Sensitive Areas Folio does not identify any mapped sensitive areas as being present on this site. E. NEIGHBORHOOD CHARACTERISTICS: F. The property lies within the designated Urban Area east of the city of Renton. The site and the surrounding properties are zoned Residential with 8 dwelling unit per acre. The neighboring properties are developed with residential structures. The site contains a house which will be removed. DESIGN FEATURES 1. Density, Lot Pattern, Comprehensive Plan: The site's assigned density is eight dwelling units per acre. The proposed density is in compliance with the density of the zone. The site is located in the "urban " area as designated by the King County Comprehensive Plan. 2. Access and Roadway Section: The applicant proposes to access the lots via a Private Access Tract (PAT) extending north from SE 192°d Street into the site. All lots will have direct access to the PAT. A road variance (KC File L05V0045) from the intersection spacing requirements was approved by King County Department of Transportation (see Attachment 2). 3. Drainage: The site's drainage generally sheet flows from the north to the south. A "Targeted Drainage Review, Category 2" is required because the existing drainage system must be modified to collect and convey drainage along the property frontage. The proposed on-site improvements appear to qualify for small-site Best Management Practices (BMP's). Report and Decision L05S0009 G. • • PUBLIC SERVICES 1. Sewage Disposal: The applicant proposes to serve the subject subdivision by means of a public sewer system managed by Soos Creek Water and Sewer District. A Certificate Sewer Availability, dated February 1, 2005, indicates this sewer district's capability to serve the proposed development. 2. Water Supply: The applicant proposes to serve the subject subdivision with a public water supply and distribution system managed by Soos Creek Water and Sewer District. A certificate of Water Availability, dated February 1, 2005, indicates this sewer district's capability to serve the proposed development. 3. School facilities: The subject subdivision will be served by Benson Hill Elementary, Nelson Junior High, and Lindberg Senior High Schools, all located within the Renton School District. The District has indicated that the future students from this subdivision will walk to the elementary school. The students will be bussed to both Junior and Senior High schools. The walkway to the elementary school consist of pedestrian path along SE 192"d Street and sidewalks along 1131h way SE all the way to the Elementary school site. The Junior High school students will be picked up at the intersection of SE 192"d and 113th Way SE. The High School students will be picked up at the intersection of SE 192"d Street and 1161h Avenue SE. There are pedestrian path along SE 192"d to both intersections. Additionally, there will be sidewalks constructed along the frontage of the site which will provide additional safe walking conditions for all pedestrians. H. SEPA THRESHOLD DETERMINATION: Pursuant to the State Environmental Policy Act (SEPA), RCW 43.21 C, the responsible official of the Land Use Services Division (LUSD) issued a threshold determination of non-significance (DNS) for the proposed development on October 28, 2005. This determination was based on the review of the environmental checklist and supporting documentation filed with the application, resulting in the conclusion that the proposal would not cause probable significant adverse impacts on the environment. I. FINDINGS/CONCLUSIONS: The subject subdivision will comply with the goals and objectives of the King County Comprehensive Plan and will comply with the requirements of the Subdivision and Zoning Codes and other official land use controls of King County (i.e. 1993 King County Road Standards, 2005 Surface Water Design Manual, etc.), based upon the conditions for final short plat approval. J. DECISION: Proposed Short Plat revised and received July 14, 2005 as described by Attachment 1 of this report is granted preliminary approval subject to the following conditions of final approval: 1. 2. 3. 4. The proposal shall Compliance with all platting provisions of Title 19A. of the King County Code. All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. All utilities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final short plat recording 2005 King County Surface Water Design Manual (SWDM-The following are drainage conditions applied to this proposal: Report and Decision L05S0009 • • A. TARGETED DRAINAGE REVIEW The proposed short subdivision requires a Category #2 Targeted Drainage Review as outlined in Chapter 1.1.2.2 in the Surface Water Design Manual. The existing drainage system must be modified to collect and convey drainage along the property frontage. B. ON-SITE BMP's The proposed on-site improvements appear to qualify for small site drainage BMP's as outlined in Appendix C of the Surface Water Design Manual. 5. 1993 King County Road Standards -Final short plat approval shall require full compliance with the provisions set forth in the 1993 KCRS, including engineering plans for all road improvements. The engineering plans shall be prepared by a · professional civil engineer licensed in the state of Washington. DOES strongly recommends that the engineering plans be submittea at least two years prior to the expiration date of the project. The following conditions_apply to this short plat unless a variance pursuant to the variance procedures in KCRS 1.08 is obtained or otherwise approved by DOES: · A. Frontage improvements along SE 192nd Street shall be designed to Urban Principal Arterial Standards per KCRS Section 2.02. These improvements shall extend along the entire frontage of the site and make standard connections to adjacent improvements. B. Forty-two feet of Right-of-Way (ROW) width shall be dedicated north of the SE 192nd Street R/W centerline, along the frontage of the site. C. Appropriate pavement tapers and pavement striping shall extend east and west of the project's frontage. D. A Road Variance (KC File Number L05V0049) was granted for intersection spacing with the condition that the private access tract be located at the center of the property frontage. Additionally, approval was granted for a reduced stopping sight distance. E. Rockeries, luminaires and utilities located along the frontage of the site shall be relocated, redesigned or removed to match the ultimate roadway design of SE 192nd Street without creating roadside obstacles per KCRS Section 5.11. F. The proposed Private Access Tract (PAT) shall be revised to allow adequate access width (20 feet minimum, measured from the point of curve) to lots 1 and 4. This will requires shortening the length of the panhandle portion Lots 2 and 3. G. The PAT shall be constructed per KCRS Section 2.09.B. H. There shall be no direct vehicular access to or from SE 192nd Street from those lots which abut it. A note to this effect shall appear on the engineering plans and final short plat. I. The following Notes shall be shown of the final recorded short subdivision (1) Warning: King County has no responsibility to build, improve, maintain or otherwise service the private access road contained within or provide service to the property described in this subdivision. Report and Decision (2) All private easements and or tracts to be maintained, repaired and/or rebuilt by the owners of the parcels having legal access there from and their heirs, assigns or successors, unless and until such roads are improved to King County Road standards and are dedicated and accepted by King County for maintenance. L05S0009 • • 6. Health (KCC 13)-This project is exempt from further King County Heath Department review. However, if improvements are required from the Sewer and/or the Water District, then verification shall be required from said District(s) that the improvements have been bonded and/or installed, prior to final recording of the short plat. 7. Building and Construction Standards (Title 16)-The applicant shall comply with all applicable provisions of KCC 16.82. 8. Fire Code (KCC 17) -Section 902 of the 1997 Edition of Uniform Fire Code-The · Fire Engineering approval is granted as proposed. 9. Density and Dimensions (KCC 21 A.12) -All lots shall meet the density and dimensions requirements of the R-8 zone classification or shall be as shown on the face of the approved preliminary short subdivision, whichever is larger. Minor revisions to the short subdivision, which do not result in substantial changes and/or do not create additional lots may be approved at the discretion of the Department of Development and Environmental Services. 10. The existing house on the site shall be removed prior to the final approval and recording. 11 Street Trees (KCC 21 A.16) -Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): A. Trees shall be planted at a rate of one tree for every 40 feet cif frontage along SE 192" Street and the private tract where it can tie accommodated. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. B. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street right-of-way. C. If King County determines that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. D. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other workable organization unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. E. The species of trees shall be approved by ODES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. F. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior to engineering plan approval. G. The applicant shall contact Metro Service Planning at 684-1622 to determine if SE 192nd Street is on a bus route. If it is a bus route, the street tree plan shall also be reviewed by Metro. H. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the Report and Decision L05S0009 • • performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DOES has completed a second inspection and determined that the trees have been kept healthy and thriving. 12. Road Mitigation Payment System -The applicant or subsequent owner shall comply with Road Mitigation Payment System (MPS), King County Code 14.75, by paying the required MPS fee and administration fee as determined by King County Department of,,.Transportation. The applicant has an option to either: A. Pay the MPS fee at final short plat recording. If this option is chosen, the fee paid shall be the fee in effect at the time of short plat application and a note shall be placed on the face of the short plat that reads, "All fees required by King County code 14.75, Mitigation Payment System (MPS) have been paid." Or B. Pay the M1PS fee at the time of building permit issuance. If this option is chosen, the fee paid shall be the amount in effect as of the date of the building permit application. Other Considerations A. Preliminary approval of this application does not limit the applicant's responsibility to c',btain any required permit or license from the State or other regulatory body. 1This may include, but not be limited to, obtaining a forest practice permit, an HPA permit, building permits, and other types of entitlements as necessitated by circumstances. B. The short subdivision shall conform to KCC 16.82 relating to grading on private property. C. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division Parties and Persons of Interest: CRAMER NORTHWEST LLC LARRY KRUEGER 945 N CENTRAL STE 104 KENT, WA 98032 TUMBER, KULDIP SINGH 19100 104TH PL SE RENTON, WA 98055 CLAUSSEN, KIM PROGRAM MANAGER Ill COOPER, TED PRELIMINARY REVIEW ENGINEER DEHKORDI, FERESHTEH PROJECT MANAGER II FOSTER, CURT SR. ENGINEER Report and Decision L05S0009 • • Appeallnformation and Parties of Record RIGHT TO APPEAL This action may be appealed in writing to the King County Hearing Examiner, with a fee of $250 (check payable to King County Office of Finance). As required by KCC 20.20.090 and 20.24.090, the appeal period shall be fourteen (14 calendar days and shall commence on the third day after the notice of decision is mailed. Filing an appeal requires actual delivery to the King County Land Use Services Division prior to the close of business (4:30 p.m.) on November 14, 2005. Prior mailing is not sufficient if actual receipt by the Division does not occur within the applicable time period. The Examiner does not have authority to extend the time period unless the Division is not open on the specified closing date, in which event delivery prior to the close of business on the next business day is sufficient to meet the filing requirement. If a timely Notice of Appeal has been filed, the appellant shall file a statement of appeal within a 21-day calendar period commencing three days after the notice of decision is mailed. The statement of appeal shall identify the decision being appealed (including file number) and the alleged errors in that decision. The statement of appeal shall state: 1) specific reasons why the decision should be reversed or modified; and 2) the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be based on matters or issues raised in the statement of appeal. Failure to timely file a notice of appeal, appeal fee, or statement of appeal deprives the Examiner of jurisdiction to consider the appeal. Appeals must be submitted to the Department of Development and Environmental Services, addressed as follows: LAND USE APPEAL Land Use Services Division Department of Development and Environmental Services BlackRiver Corporate Park 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Any party may make a request for a pre-hearing conference. For more information regarding appeal proceedings and pre-hearing conferences, please contact the Office of the Examiner for a Citizens' Guide to the Examiner Hearings and/or read KCC 20.20 and 20.24. Report and Decision L05S0009 ' \ I I \ ) ·~ ' ~ ~ Lm/S\ ~ / ~/ ,,,,,,'~ ~.,Ii' ef'~::;, ,p .J#"'·' cm,. ' ' I I I • _,-t-----..,_ LOT/7 HOUSE (SCALED) 588~'36"£ 161.23· FOfHJ 1.(1 RfBW 'ii/ l«J CAP I . fOffiD 1/t' RIIWl W/ NO CM' O.JS· N . .!,_ 0.#' If. OF PROP. COR. ,~ ~,s· N • .t o.-.r w. Of PROP. COR. " 80.62' " " -------'y------------2 ~ ' ,,.,_ ROPm. cal. "4' • CJJ' 'ROP. . I Ii\ I I ~ _"" <ft B0.62' ~ GARAG[ F.F.= 512.4± (TO BE RD.l0V£D) ~ 0 ~ \ . \ ; S88'50:36"E 65.10 ,,__, .• ,, ~ ~ ; \ '1' () ) '.-'cof!i;:: ffNC£ COR. IS 0.6'.t N • .t / U1 0.2't £ Of PRaJ. COR. -:;.. ~ j. ~ K.c.s/;;_ ~ ~ 24)60t !,;1.. FT. ii .fr ,._'V.Jf S88 '50351: 65.Jo· ~ ~~~. ~ ,,·... I : ~ . ~ I ~ . ' "'~ ~ "' ;,, • • SH[D l LOT II!> HOUSE •j . \ "' h ~-. JI /5.00' Iii '( f'fNCE COR. lS O.~ w. OF PR!J>. UH£ I :& wr, 4,J8Jt so. FT. LOT 4 4,J9« so. FT. ; t \ \ ... ~.. ' --------------------/ ,,_. . "-,, __ ooo n ~ \ ""°13.68 36 12 • a . . . . ., REC. ///J. 92012208 -; -. ~-,;i. ·= • ;::;JI¥J)'t_ _ --------1 FW-25.00' N'C"i.15150' ~ ii! I/{ N'Pl£ /s,~ s,o Ar<-39Zl' 134.00· 50 CB :liERY =ss ------, ""' • 507.<,; ~o------501 "' -C/JRB CUT ; mm ,t' NJS s. sow ' o~ " ; "\,./"" It' RCP £• 504.9' ·. CO//CR<Tf ""11CAI. CIJRB r ! !;l./"-.. CB ,r ""H.£• 505.Jl lij W W SIT[ 80CHJWIK .,. ; It' NJS ~-50<.5' I l::ltN'O~ .:>nv,.,v n,;.ni:.viv N'IC ~u·vn ,no.:"""''' ~""' OF THE SOUTHEAST QUARTER Of SECTION J2, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH Bf!'50'J0 WEST AS SHOWN ON THE PLAT OF CHINQUAPIN R/DG[, RECORDED IN VOLUM£ 159 OF PLATS, AT PAGES /56-:-62, RECORDS OF KING COUNTY, WASHINGTON. '----LEGAL DESCRIPTION: LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT F RECORDED UNDER RECOR{)(NG NO. BJ0.3080870, RECORDS OF KING COUNTY, WASH/NGTON. NOTES: 1. MONUMENTS I.AST 1/JSfTED ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.O.E.S. WEB SITE. VERTICAL DATUM: NORTH-AMERICAN VERTICAL. DATUU OF 1988. BENCHMARK: KING COUNTY BENCHMARK NO. 58{)9 FOUND CONCRETE MONUMENT W/ TACK IN LEAD AT SOUTHDSI CORN£R OF SECTION J2, TOWNSHIP 2J NORTH, RANGE 5 EAST £!.£VAT/ON =-514.98 U.S. FffT. SITE BENCHMARK: SITE BENCHMARK • A• TOP CENTER BOLT ON FIRE HYDRANT El..EVAnON = 510.23 U.S. FEET. SITE BENCHw.RK • fl' Rllrl OF S£WER MANHOLE El.EVAnON "" 502.97 U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET. LEGEND: 0 FOUND REBAR W/ ND CAP AS DESCRIBED ® SANfTARY SEWER MANHOLE mm CATCH BASIN /REVISION .. FIRE 1-fYORANT • WATER VAL\,£ .. WATER METER Lo~sooo~ m GAS METER ... POWER METf:R fRi ~«:;~!W~[D) e UTILJTY POLE J, GUY ANCHOR JUL 1 4 2005 @ UGHT PO<£ K.C. D.D.E.S. .. El£CTRICAL. BOX • BOUARD • DECIDUOUS TREE --W---BURIED WATERLINE: PAINT -H-WOOD FENCE ___...,_ WIRE FENCE FOIM) OOHCR£Tl' - (S.£. SC. COR..) -+ . •.• w afw g "'". "''·'° W W W ~Ta> CDflER ED..T :(H. i ----12" AOS If.• 5'H.J7 ± S.E. 192Nll S1'. fl..= St02J us. _ -:.---I-- """"""' ·.-_ \ --@::----------~ -----~~"°.°".'"_ ""''~--~~---i-----------=~oc.;-'-= =· ~-....C655~·"''~--- w/ TICK IN W1J IN CASE / "' 1,-:::~i? u. <.:: "' a. ~ '*lo ~ w ::E: 0 ~ <( £.' "® King County Road Services Division Department of Transportation KSC-TR-0231 201 South Jackson Street Seattle, WA 98104-3856 August 29, 2005 Larry Krueger, P.E. 945 Central Avenue N., Suite 104 Kent, WA 98032 RE: Road Variance L05V0045 -Kuldip Tumber Short Plat -Related Rile L05S0009 ....... Dear Mr. Krueger: Thank you for your application for variances from the King County Road Standards (KCRS) . . You requested variances from Sections 2.10 and 2.12 of the KCRS concerning the intersection spacing requirement and stopping sight distance (SSD) along SE 192nd Street. The intersection spacing from the proposed private access tract (PAT) to I 13th Way SE is 360 feet, to 116th Avenue SE is 750 feet, and to Tract A (serving four eastern Jots) is 400 feet. The KCRS requires 1,000 feet of intersection spacing along a principal arterial (SE 192nd Street). There is no alternative access point for the four-Jot short plat. The applicant will be improving the frontage on SE 192nd Street by providing an urban section. The existing SSD along the frontage with SE 192nd Street, as measured by the applicant, is 446 feet, and the KCRS require 475 feet for the design speed of 50 mph (10 over the posted speed of 40 mph). The minimum American Association of State Highway"and Transportation Officials' (AASHTO) SSD for a design speed of 50 MPH is 425 feet. Curb, gutter and sidewalk have been constructed along the vertical crest curve extending westward on SE 192nd Street beyond the short plat frontage. The entering sight distance (SSD) for the short plat access meets KCRS. I, agprgve a l,ari:!Ilce to allow the reduc:ed.Ju.tersection spacing for the PAT located 1.lli£1.F...!!Y a,Iong the fronta~.!l!Lfill...!2lfill~treet. I also approve a variance to_allo.wJhe-1:educed SSJ}.so t:IJ_!l! .. th~ P.!2P.<?sed c)l!Q,.g);!!l~LlJ!l.Q. si!!sm:!c!lk_9.\lll !ll!l!ch .. tq__tpe ~2!.i§.!il!g xer.tkal !llignment. This decision applies only-to KCRS identified in the variance request. All other design requirements in the KCRS and other regulations, such as surface water management and zoning, must still be satisfied for a land use permit application. The applicant retains the rights and privileges afforded by King County Code and adopted Public Rules pertaining to road variance processing (KCC 14.42, PUT 10~2). This variance decision is valid for one year from date of letter, unless an associated land use permit is pending or submitted within the one year period. In these cases, the variance decision is valid for the duration of the permit processing. , @, ... ,, ..... I. ATTACHMENT # I of Z. z. ~. , \ .. Larry Krueger, P.E. August 29 2005 Page 2 ., A copy of staff's analysis, finding·s, and conclusions is enclosed. If you have any questions, please call Craig Comfort, Road Variance Engineer, Traffic Engineering Section, at 206-263-6109. ~Al-~ Paulette Norman, P.E. County Road Engineer · PN:CC:kc cc: James Sanders, P.E., Development Review Engineer, Land Use Services Division (LUSD), Department of Development and Environmental Services (DDES) Pete Dye P.E., Senior Engineer, LUSD, DDES Linda Dougherty, Division Director,. Road Services Division (RSD), Department of Transportation (DOT) Matthew Nolan, P.E., County Traffic Engineer, Traffic Engineering Section, RSD, DOT Fatin Kara, P.E., Supervising Engineer, Traffic Engineering Section, RSD, DOT Kris Langley, Senior Engineer, Traffic Engineering Section, RSD, DOT Craig Comfort, P.E., Road Variance Engineer, Traffic Engineering Section, RSD, DOT ATTACHMENT # _z. __ z. e,f-z... • King County • Department of Development and Environmental Services · Date oflssuance: Project: Location: King County Permits: County Contact: Proponent: Zoning: Drainage Basin: State Environmental Policy Act (SEP A) Determination Of N onsignificance Singh Tumber Short Plat, KC File L05S0009 October 28, 2005 Short subdivision of a .55-acre-parcel into 4 residential lots and construction of a private access road. 11328 SE 192nd Street, Renton Short Subdivision Fereshteh Dehkordi, Project Manager, (206) 296-7173 Kuldip Sin~h Tumber 19100 104 1 Place SE Renton, WA 98055 R-8 Section/Township/Range: Black River SE 32-23-05 Notes: A. This finding is based on review of the project site plan dated July 14, 2005; environmental checklist dated February 2005; Level One drainage analysis dated September 2004 and other documents in the file. B. Issuance of this threshold determination does not constitute approval of the permit. This proposal will be reviewed for compliance with all applicable King County codes which regulate development activities, including the Uniform Fire and Building Codes, Road Standards, Surface Water Design Manual, and the Sensitive Areas Regulations, Threshold Determination The responsible official finds that the above described proposal does not pose a probable significant adverse impact to the environment. This finding is made pursuant to RCW 43.21C, KCC 20.44 and WAC 197-11 after reviewing the environmental checklist and other information on file with the lead agency and considering mitigation measures which the agency or the applicant will implement as part NIAIN FILE COPY @ ' .~ .-~ .. '. • ," '.$mgh Tumber Short Plat : · -· October 28, 2005 • • Page 2 of the proposal. The responsible official finds this information reasonably sufficient to evaluate the environmental impact of this proposal. The lead agency has determined that the requirements for environmental analysis, protection, and mitigation measures have been adequately addressed in the development regulations and comprehensive plan adopted under chapter 36. 70A RCW, and in other applicable local, state, or federal laws or rules, as provided by RCW 43.2 lC.240 and WAC 197-11-158. Our agency will not require any additional mitigation measures under SEPA. Comments and Appeals Written comments or any appeal of this threshold determination must be received by King County's Land Use Services Division prior to 4:30 PM November 14, 2005. Appeals must be accompanied by a nonrefundable filing fee. Please reference the file numbers when corresponding. Appeals must be in writing and state the perceived errors in the threshold determination, specific reasons why the determination should be reversed or modified, the harm the appellant will suffer if the threshold determination remains unchanged, and the desired outcome of the appeal. If the appellant is a group, the harm to any one or more members must be stated. Failure to meet these requirements may result in dismissal of the appeal. Comment/appeal deadline: Appeal filing fee: Address for comment/appeal: Responsible Official: isa Dinsmore, Current Planning Supervisor Current Planning Section Land Use Services Division Date Mailed: /~~g /::Jr SEPA Detennination.doc 7/27/99 clc 4:30 PM on November 14, 2005 $250 check or money order made out to the King County Office of Finance King County Land Use Services Division 900 Oakesdale Avenue SW Renton, WA 98055-1219 ATTN: Current Planning Section '.Ot!ober 2Jo 1 2[f) 5 Date Signed r. -• ,. • King County Notice of Land Use Decision AND Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Wa 98055-1219 ' ' Envfronmental ThreshOld Determination T e2 Applicant: Kuldip Sin~h Tu,mber 19100 1041 Place SE Renton; WA 98055 425-271-6728 · File No.: L05S0009 SinghShortPlat DOES Project Manager: Fereshteh Dehkordi, 206-296-7173 Email address: fereshteh,dehkordi@met~oke;.gov 1 •• , '1,,1 Department Dedsi.o.n: -~pprov~t s~l>jei:tJ<>,COl)di!i~ns '' ... · • , '·' , .. ,,,.,, .... , ,,, '''i' ','lj, I,: iJI SEPA Threshold Determination: Determination of Non-Significance (DNS) Issued October 28:,2005 . Date ofDecision: October 28, .2005 Project Location: 11328 SE 192"d Street, Renton Project Description: Subdivision of approximately 0.55 acres into 4 residential lots, together with, construction ofian access ro11d. Permits, Requested: Short Subdivision Appeal Deadline: N.ovember 14, 2005 Comment and Appeal Procedure: Comments on this proposal are welcome. You also have the right to appeal this-decision and/or determination in writing to the King County Hearing Examiner. In order to appeal, a party must file: 1. A notice of appeal and a $250.00 non-refundable filing fee (payable to the King County Office of Finance) by 4:30 p.m., November 14, 2005, and 2. A statement of appeal, by 4:30 p.m., November 21, 2005, which includes: A. The decision and/or determination being appealed; B. The errors contained in that decision and/or determination; C. Specific reasons why the decision and/or determination should be reversed or modified. D. The harm suffered or anticipated by the party; and E. The relief sought. Appeals must be submitted to the Department of Development and Environmental Services (DOES) at the following address: ODES -Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 The scope of an appeal shall be based on matters or issues raised in the Statement of Appeal. Failure to timely file a Notice of Appeal, appeal fee or Statement of Appeal, deprives the Hearing Examiner of jurisdiction to consider the appeal. The Hearing Examiner does not have the authority to extend the time period unless the Division is not open on the specified date, in which event delivery prior to 4:30 p.m. on the next business day is sufficient to meet the filing requirement. Date of Mailing: October 28, 2005 If you have any questions regarding the appeal procedures, please contact the Project Manager at the phone number listed above. If you require this material in Braille, audio cassette or large print, call 206-296-6600 (phone) or 206-296-7217 (TTY). King County has made a decision on an application for a development proposal on property at the address listed above. You are receiving notice of this decision because our records indicate that you own property within approximately 500 feet or because you requested to receive notice of the decision. Type2 NOD combined w sepa CLAUSSEN, KIM PROGRAM MANAGER III DDES/LUSD COOPER, TED REVIEW ENGINEER DDES/LUSD CRAMER NORTHWEST LLC LARRY KRUEGER 945 N CENTRAL STE I 04 KENT, WA 98032 DEHKORDI, FERESHTEH PROJECT MANAGER II DDES/LUSD FOSTER, CURT SR. ENGINEER DDES/LUSD TUMBER, KULDIP SINGH 19100 104TH PL SE RENTON, WA 98055 • • L05S0009 L05S0009 L05S0009 L05S0009 L05S0009 L05S0009 ' .. · 1565950620/L05S0009 ABARQUEZ WILLIAM L + JOSEFINA 19027 113TH WY SE RENTON WA 98055 1565950100/L05S0009 BURRIS BRANDON+HEATHER PO BOX 8800 DAYTON OH 45401 PL50/L05S0009 CITY OF RENTON DEVELOPMENT SERVICES DIVISION 1055 SOUTH GRADY WAY RENTON WA 98055 1565950990/L05S0009 DOMINGO VIRGILIO P+ELIZABET 19004 112TH PL SE RENTON WA 98055 1565950170/L05S0009 EDWARDS MICHAEL B+ANITA J T 19022 114TH CT SE RENTON WA 98055 0522059103/L05S0009 FEUERBORN MICHAEL J & AMY K 19421116TH AV SE RENTON WA 98058 1565950180/L05S0009 FOX PAMELA S+ JOHN E 11406 SE 192ND ST RENTON WA 98055 1565950550/L05S0009 HUYNH DAN CHJ+MAI VINH 11207 SE 190TH PL RENTON WA 98055 0522059104/L05S0009 KEISTER JOHN R 19235 116TH AV SE RENTON WA 98058 1565951000/L05S0009 CABIAO LEONARD F+LUZVIMINDA 19010 112TH PL SE RENTON WA 98055 1565950560/L05S0009 CHUNG LAN QUI & INTHAMOME K 11211 SE 190TH PL RENTON WA 98055 1565950200/L05S0009 DARMAWAN LIEM R 19020 114TH CT SE RENTON WA 98055 1565950260/L05S0009 DRUZIANICH JEFFERY DRUZIANICH KIMBERLY 18930 114TH CT SE RENTON WA 98055 0522059259/L05S0009 FEUERBORN MICHAEL #19212 C/0 EXECUTIVE HOUSE 7517 GREENWOOD AV N SEATILE WA 98103 0522059001/L05S0009 FEUERBORN MIKE & AMY 19421116TH AV SE RENTON WA 98058 SD9/L05S0009 G. ANDERSON, PLANT & FAOUTIES KENT SCHOOL DISTRICT #415 12033 SE 256TH ST KENT WA 98031 1565950160/l05S0009 . JETION·ELLIS MAE L 19023 114TH CT SE RENTON WA 98055 1565950630/L05S0009 KENDRICKS LAUREN L 19021113TH WY SE RENTON WA 98055 • 1565950230/L05S0009 BOEING EMPLOYEES CREDIT UNI PO BOX 97050 SEATILE WA 98124 1565950010/L0550009 CHEN SHI J+LI NA CAI 19134 113TH WY SE RENTON WA 98055 PL33/L05S0009 CITY OF RENTON ECONOMIC DEVELOPMENT DIVISION 1055 SOUTH GRADY WAY RENTON WA 98055 1565950600/L05S0009 DAVIS JENNIFER R 19117 113TH WY SE RENTON WA 98055 PL18/L05S0009 EDWARD WHITE KENT ENGINEERING DEPT 220 4TH AVES KENT WA 98032 0522059153/L05S0009 FEUERBORN MICHAEL & AMY 19421116TH AV SE RENTON WA 98058 ·1565950590/LD550009 FLEMIN~v 19113 11 RENTON A 9 5 1565950020/L05S0D09 HUFANA ABEL P+CRISTINA D 19128 113TH WY SE RENTON WA 98055 3223059036/L0550009 KC HOUSING AUTHORITY ADMIN 600 ANDOVER PARK W SEATILE WA 98188 PL19/L05S0009 KENT PLANNING DEPT 220 4TH AVES KENT WA 98032 ~----------------------------------------------- -' --·· 1565951020/L0550009 KING COUNTY 500 KC ADMIN BLDG 500 4TH AV SEATILE WA 98104 1565950580/LOSS0009 LE TUAN DUC+NGUYEN VIVIAN DIEP 19029 112TH PL SE RENTON WA 98055 1565950250/L05S0009 LESSIG WILUAM+STACY S 18936 114TH CT SE RENTON WA 98055 1565950610/L05S0009 NACARIO.MANUEL D+MARIA LOUR 19123 113TH WY SE RENTON WA 98056 . 3223059037/L05S0009 NGUYEN DUC DUY 19139 114TH PL SE RENTON WA 98055 1565950080/LOSS0009 PRASAD MAUREEN 19012 113TH WY SE RENTON WA 98055 1565950540/L0550009 RENKEN DAVID A+NINA K 19013 112TH PL SE RENTON WA 98055 1565950640/L0550009 ROQUE LEONARDO O+ANGELINA P 19011113TH WY SE RENTON WA 98055 3223059320/L05S0009 RYLAND JOHN & MARTHA 11306 SE 192ND ST RENTON WA 98055 • 1565950030/L05S0009 KUSZ NICHOLAS P+KARI M K 19110 113TH WY SE RENTON WA 98055 1565950650/L0550009 LEE MICHELE+LAM MARK H 11253 190TH CT SE RENTO.N WA 98055 1565950240/L05S0009 MANION DAVID L 19002 114TH CT SE RENTON WA 98055 1565950140/L05S0009 NAKAMURA PATRICK M+CHAN,SUS 19017 114TH CT SE RENTON WA 98055 3223059347/L05S0009 NGUYEN TAN D 19135 114TH PL SE RENTON WA 98055 SD13/L05S0009 R. STRACKE, FAOUTIES & PLANNING RENTON SCHOOL DISTRICT #403 1220 N 4TH ST RENTON WA 98055 0522059105/L05S0009 RIDGE AT PANTHER LAKE DV l ALSO 052205-9003 AND 9073 2005 ADV DEP PD $2665523 2006 PLAT NEW MAJOR 730000 00000 3223059348/L05S0009 RUSSELL RODNEY D 12350 76TH CT NE KIRKLAND WA 98034 1565951030/L05S0009 RYLAND JOHN+MARTHA 11306 SE 192ND ST RENTON WA 98055 • 1565950040/L05S0009 LEE OMAR & CHRISTINE 8448 N MERCER WY MERCER ISLAND WA 98040 0522059280/L05S0009 MAOAS MAX G+VERONICA R 11215 SE 192ND ST RENTON WA 98055 0522059330/L05S0009 MJF HOLDINGS INC 215 E MEEKER ST KENT WA 98032 1565950060/L05S0009 NG THOMAS H+ONODA NAOMI 19024 113TH WY SE RENTON WA 98055 1565950190/L05S0009 OURN SOEUN S 11410 SE 192ND ST RENTON WA 98055 3223059160/L05S0009 RAVENNA DEVELOPMENT LL C C/0 SPAETH CHARLES 6839 RAVENNA AV NE SEATILE WA 98115 0522059073/L05S0009 RIDGE AT PANTHER LAKE DV 1 ALSO 052205-9003 AND 9105 2005 ADV DEP PD $2665523 2006 PLAT NEW MAJOR 730000 00000 3223059345/L05S0009 RYLAND JOHN & MARTHA 11306 SE 192ND ST RENTON WA 98055 1565950050/L05S0009 SIPPEL ROBERT & CAROLYN PO BOX 58243 RENTON WA 98058 -·:i --.. ~~ .. 6623400133/L05S0009 SLAUGHTER CLAUDE 722 HAZEL AV N KENT WA 98031 0522059002/L05S0009 TOSCH! STEVEN A PO BOX 6117 KENT WA 98064 1565950070/L05S0009 VALDEZ ROBERTO T +EVADNE S 19018 113TH WY SE RENTON WA 98055 1565950090/L05S0009 YACKEL JOHN D+YACKEL KELLY A 19006 113TH WY SE RENTON WA 98055 • 6623400131/L05S0009 SLAUGHTER CLAUDE 722 HAZEL AV N KENT WA 98031 1565950110/L05S0009 TSAI CHIEN SHENG 18926 113TH WY SE RENTON WA 98055 1565950700/L05S0009 WOOBARRYT · 18931113TH WY SE RENTON WA 98055 1565950210/L05S0009 YU JIAN CHANG 19016 114TH CT SE RENTON WA 98055 • 3223059349/L05S0009 THANYAPORN T SIRl 19130 114TH PL SE RENTON WA 98055 3223059038/L05S0009 TUMBER KULDIP S 19100 104TH PLACE SE RENTON WA 98055 1565950130/L05S0009 WOOD DONALD F BUIKE MARY K 19013 114TH CT SE RENTON WA 98055 --------- • ·-;-.....-t,,. • • LI15 LI20 Fairwood Library Highlands Library 17009 -140th Av SE 2902 NE 12th St Renton WA 98058 Renton WA 98056 LI23 LI36 Kent Regional Library Renton Library 212 --2nd Av N 100 Mill Av S Kent WA 98032-4482 Renton WA 98055 PL19 TR3 Kent Planning Dept Snoqualmie Tribe 220 -4th Av S PO Box 280 Kent WA 98032 Carnation WA 98014-0280 WD12 WD41 Cedar River Water/Sewer Dist Soos Creek Water/Sewer Dist 18300 SE Lk Youngs Rd PO Box 58039 Renton WA 8058-9799 Renton WA 98058-1039 WDSS WD57 Water Dist #90 Coal Creek Utility District 15606 SE 128th St 6801 132nd Place SE Renton WA 98059-8522 Newcastle, WA 98059 WD58 (E Renton) FD25 Water Dist #111 Fire Protection Dist #25 27224 -144th Av'SE P.O. Box 2925 Kent WA 98042-9058 Renton WA 98056-0925 (Spring Glen) FD40 Administrator SES Fire Protection Dist #40 Kent Sewer Utility 10828 SE 176th St 220-4th Av S Renton WA 98055 . Kent WA 98032 ATTN: Edward White PL18 City of Renton PL33 Kent Engineering Dept Economic Development Dept. 220 -4th Av S 1055 S. Grady Way Kent WA 98032 Renton WA 98055 City of Renton, Public Works Dept. WD32 Clinton G. Marsh, Director Fae. & Const. Dept SD9 Development Services Div. Kent School District # 415 1055 South Grady Way 12033 SE 256th St. Bldg B Renton WA 98055 Kent WA 98031-6643 Documents Dept. Librarian LI24 Environmental Review Section ST17 King County Library System WA State Dept of Ecology 960 Newport Way NW PO Box 47703 Issaquah, WA 98027 Olympia WA 98504-7703 • . ·-• Habitat Biologi,Rod Malcom Fisheries Habitat/Environment TR5 TRl Suquamish Indian Tribe Muckleshoot Indian Tribe PO Box 498 39015 -172nd Av SE Suquamish WA 98392 Auburn WA 98002 MS:. KSC-TR-0431 KC27 Public Works Dtr WD23 Gary Kriedt Kent Water Dist KC Metro Envirn. Planning 220-4th Av S Kent WA 98032 R. Stracke, Facilities & Ping SD13 Richard Young TR4 . Renton School Dist # 403 Tulalip Tribe 1220 N 4th St 7615 Totem Beach Rd Renton WA 98055 Marysville WA 98271 Russ Ladley, Fisheries Biologist TR2 WA State Dept. of Wildlife Puyallup Tribe 16018 Mill Creek Blvd. 6824 Pioneer Wy E Mill Creek, WA 98012 Puyallup WA 98371 WA State Dept. of Wildlife Habitat Mgmt. Division P.O. Box 43155 Olympia, WA 98504-3155 DATE: TO: FROM: SUBJECT: CITY OF RENTON CED MEMORANDUM December 15, 2008 Corey Amela Henninger X7298 SANDHU PLAT WATERMAIN EXT. FOR SOOS CREEK KULDIP TUMBER PLAT Attached are plans for the above project. Please review and if in order please stamp approved. If you have any questions please call me. Thank you! Cc: Kayren K. l:\memo.doc\cor l March 19, 2008 City of Renton Public Works/Development Services 1055 South Grady Way Renton, Washington 98055 Attn: Amela Heniger RE: Kuldip Tumber Short Plat FIRE MARSHAL PERMIT For: Soos Creek Water and Sewer District PO Box 58039 14616 SE 192"" Street Renton, Washington 98058 Dear Amela: Roth Hill Engineering Partners, LLC CIIY0r'Hl=N10N RECEIVED MAR 2 6 2008 BUILDING DIVISION 2/lXJ I 16th Avenue NE # 100 Bellevue, Washington 98004 Tel 425.869.9448 Fax425.869.l 190 800.835.0292 \ \ Enclosed for your review and approval are two (2) copies of plans for the· above-referenced project. Please issue the required permit to Soos Creek Water and Sewer District for the installation of one (1) new fire hydrant with associated appurtenances at approximately 11328 SE 192"" St, within the City of Renton. Please contact me with any questions and thank you for your attention to this project. Sincerely, Roth Hill Engineering Partners, LLC ~----Eilean Davis Permit Coordinator, Environmental Specialist Enclosure(s) cc: Soos Creek Water and Sewer District Chris Schmidt, file, Roth Hill Engineering F:\0012\00761 \DESIGN\Permit\Apps\renton fm approval 031808 nrt.doc -! I I Printed: 01-09-2009 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Utility Services Permit RECEIPT Permit#: U080108 01/09/2009 11 :48 AM Receipt Number: R0900094 Total Payment: 210.00 Payee: VISA -KULDIP S TUMBER **3671 Current Payment Made to the Following Items: Trans Account Code Description 4028 000.343.20.00.0000 Public Works Inspection 4050 000.322.40.00.0000 ·Right-of-way Constructn Payments made for this receipt Amount 180.00 30.00 Trans Method Description Amount Payment Credit C VISA Visa 210.00 Account Balances Trans Account Code Description Balance Due --------------------------------------------------------------------- 4028 000.343.20.00.0000 Public Works Inspection . 00·· 4033 407.343.90.00.0003 Stormwater Insp Approval .00 4040 426.388.10.00.0020 Spec Util Connect Sewer .ad 4042 406.343.90.00.0002 Sewer Inspection Approvl .00 4044 406.322.10.00.0015 Sewer Permit .oq 4050 000.322.40.00.0000 Right-of-way Constructn .oc 4056 425.388.10.00.0010 Spec Util Connect Water .oc 4057 405.343.90.00.0001 Water Inspection Approvl .oc 4059 405.388.10.00.0013 Misc. Water Installation .oc 4061 407.322.10.00.0020 Storm Water Permits . oc 4069 427.388.10.00.0040 Spec Util Connect Stormw .oc 5025 000.322.10.00.0017 Street Lighting Fee . OC Remaining Balance Due: $0.00 CITY OF RENTON BLOG OEP 1055 S GRADY li\V REHTOH, Ii\, 98857-3!11 TERHJNAL I.D.: 0017340000888151517781 1£RCHAN1 I: 8881515177 UISA mmmm3171 SALE RECORD 1: 5 DATE: JAN 09, 89 BATCH: 595 TOTAL KULDIP S TUl1!ER !NU: 888885 111£: 1!:13 AUJN: 045948 $210.00 \ Nu t-A1 l 14' J'>Jht7 .,.,--1 ______________________________________ _ I A6REE 10 PAV A80UE TOTAL AIIIUNT ACCORDING 10 CARD ISSUER A6iEEl£H1 (1£RCHAHT AGREEl£H1 IF CREDIT UOUCHERl 1£RCHAHT COPY i .. Description: CITY OF RENTON Construction Permit Permit Number: U080108 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. INSTALL NEW FIRE HYDRANT & ASSOCIATED APPURT. TRAFFOC CONTROL PLAN REQUIRED. Job Address: Owner: Contractor: Contact: 11328 SE 192ND ST TUMBER KULDIP S 19100 104TH PLACE SE RENTON WA 98055 D MAX TRUCKING & EXVTNG LLC 13005 SE 204TH PL KENT, WA 98031 SOOS CREEK WATER DISTRICT Contractor License: Contractor Phone: City License: Contact's Phone: DMAXTEL981DM 253-261-3736 27203 _______________________________________ Other Information: Date oflssue Date of Expiration Date Finaled 01/09/2009 07/08/2009 Work Order Parcel Number Inspector's Name Inspector's Phone 87031 3223059038 ________________________________________ !tis understood that the City of Renton shall be held harmless of any and all liability, damage or injury arising from the perfonnance of the work described above. You will be billed time and material for any work done by City staff to repair damages. Any work performed within the right-of-way must be done by a licensed, bonded contractor. Call 425-430-7203 one working day in advance for inspections. Locate utilities before excavating. Call before you dig -48 Hour Locators 1-800-424-5555 I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton codes and ordinances. Subject to compliance with the Ordinances of the City of Renton and information filed herewith permit is granted. Applicant Public Works Rep THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES. ENGOI 12/00 bh CITY OF RENTON Construction Permit' Permit Number: UQ80108 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. ------------------~-----------~----------Work Description: INSTALL NEW FIRE HYDRANT & ASSOCIATED APPURT. TRAFFOC CONTROL PLAN REQUIRED. Job Address: Owner: Contractor: Contact: 11328 SE 192ND ST TUMBER KULDIP S 19100 104TH PLACE SE RENTON WA 98055 D MAX TRUCKING & EXVTNG LLC 13005 SE 204TH PL KENT,WA 98031 SOOS CREEK WATER DISTRICT Contractor License: Contractor Phone: City License: Contact's Phone: DMAXTEL981DM 253-261-3736 27203 -----------------------------------------0-ther Information: Date oflssue Date of Expiration Date Finaled 01/09/2009 07/08/2009 Work Order 87031 Parcel Number 3223059038 Inspector's Name Inspector's Phone ~-----------------~~--------------------!tis understood that the City of Renton shall be held harmless of any and all liability, damage or injury arising from the performance of the work described above. You will be billed time and material for any work done by City staff to repair damages. Any work performed within the right-of-way must be done by a licensed, bonded contractor. Call 425-430-7203 one working day in advance for inspections. Locate utilities before excavating. Call before you dig -48 Hour Locators 1-800-424-5555 I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton codes and ordinances. Subject to compliance with the Ordinances of the City of Renton and information filed herewith permit is granted. Applicant Public Works Rep THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES. ENGOl 12/00 bh I ' .:. .- ' -<.,f '···· I.''. .. ·.' • ,,---~ .... ·,/ ·ctT:Y:·oFRENT'oN Ft> " Piruntliig/Building/Publi~Works Department Gregg Zimmerman P.E., Adminis!rator .. ~ ,, . ~ K-:;y·Keolker-~h~elei, MaYor . ' . ' . ,•, . November 9, 2005 Fereshteh Dehk~rcli Project M~nager . . King County Department of · Development and -Environ.mental Services Land Use Services Division 900 Oaksdale A venue Southwest · ·. Rent~n, Washington 9.8055-1219 .. SUBJECT:, KING COUNTY ODES , • . . • • I NOTICE OF LAND,USE DECISION A~D ENVffiONMENTAL ·• _'.fHRESHOLo:DETERMiNATIQN: L05S0009/SINGH SHORT PLAT · ... . . . ·,' ·, ·' Dear Mr: Dehkordi: . ' ; • ' ' • , ' ! • ,' • • , ', , ., • ,il •, • '•t , • • ~. I ; • ' '', '. Thank yciu'forthe 6pportunlty 1 to revie;and comment on thispr~ject.'. R~nton's. '.. .· ' . Planning/Building/Public·Works Department would like to share its cone.ems' and comments with : .you. The proposed de~elopment is within Rehton's Pote~tia]An_nexationArea therefore, we ;equest: '. I.) d~dicaticin of right,of,way along the full-length of SE: l 92"d Street abutting the'development . · site in order io match the existing right~of;way e_ast·9fthe site and 2.) off-street improvements . (roadway pavement width and thickness,curb, gutter, sidewalk, street lighting, etc.) along•SE 192"d abutting the development site be instaHed pe~ 91y ciRento1_1·standards. ·. · . . If you have _any questions, please contact'Bob Mahn .at ( 425) 430,f322. . . .. ) '. ' ' ;;; fe'~~~A__,,. Gregg Zimtrman, ·. · · · Administrator flanring/Building/Public Weir.ks Dept. . ' . - \cc: Alex Piet._sch: EDNSP AdlTlinistrator . Lys Hornsby;Utility-Systems Director '· Sandra Meyer, Transportation Director. · ·. :Lesle)' Betlach,,Parks Dire·ctor ··. , ·'.Jim Ora)', AssiStant Fife ·MaTshall. ~ Je~nifCr Henriing, Principal Planner ;\Fde 'Sys~A~M -P~PW Ad-~mrn,;,j~~IAD~: OJ -C~rr~spoorlence\K~Q~;~ ~m~~-S~oct PL j D5S~DD? I I 0~ 1055 South-Grady Way, Renton, Washington 98055, " ; · . @ T.hl~~~~rcontains50%~;~materlal,3Q0/o~t~~sumer , ,-·· . ' / .. -., ,. ' . ,: ' . ! •. ,AHEAD. O~,-·T~I E. CURVE -~~\@CITY OF RENTON . ~~ · Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 ~~4,-' = .1 -«. ·l: _; o·"' "'~ ... "' \~,,- . IOJ I 0'05 I~~ : 0 j·" 2· • _..l, .. ,. -,J -• 1 PaMETE• · . r · Fereshteh Dehkordi Project Manager "" "" ... w: King County Department of Development and Environmental Services Land Use Services Division· . 900 Oaksdale Avenue Southwest Renton, Washingt~n 98055-1219 7044166 U·.S. POSTAOE • • ~\ :;:::; i, . ,,,..., "') ~~J, (, . ~:~ ··-· •""':) ()"• ', / T'• ~-. ~,:.- . ,) ~ ) ,~ .:,-, '.,,,-1 '· \ .. ,... ,_ IAT}::SMP 98055 11,1, ,1 .. 1,11 .... 1,1, ,I ,I .... ll .. 1,1, .. 11 .. 1,111,, ,Ii .. ,I .. ,II ® This paper contains 50% recydecl paper,~ posk:onsumer ® • King County Road Services Division Department of Transportation KSC· TR-0231 201 South Jackson Street Seattle, WA 98104-3856 August 29, 2005 Larry Krueger, P.E. 945 Central Avenue N., Suite I 04 Kent, WA 98032 • RE: Road Variance L05V0045 -Kuldip Tumber Short Plat -Related File L05S0009 Dear Mr. Krueger: Thank you for your application for variances from the King County Road Standards (KCRS). You requested variances from Sections 2.10 and 2.12 of the KCRS concerning the intersection spacing requirement and stopping sight distance (SSD) along SE 192nd Street. The intersection spacing from the proposed private access tract (PAT) to I 13th Way SE is 360 feet, to I 16th Avenue SE is 750 feet, and to Tract A (serving four eastern lots) is 4.00 feet. The KCRS requires 1,000 feet of intersection spacing along a principal arterial (SE 192nd Street). There is no alternative access point for the four-lot short plat. The applicant will be improving the frontage on SE 192nd Street by providing an urban section. The existing SSD along the frontage with SE 192nd Street, as measured by the applicant, is 446 feet, and the KCRS require 475 feet for the design speed of 50 mph (10 over the posted speed of 40 mph). The minimum American Association of State Highway and Transportation Officials' (AASHTO) SSD for a design speed of 50 MPH is 425 feet. Curb, gutter and sidewalk have been constructed along the vertical crest curve extending westward on SE 192nd Street beyond the short plat frontage. The entering sight distance (SSD) for the short plat access meets KCRS. I approve a variance to allow the reduced intersection spacing for the PAT located midway along the frontage on SE 192nd Street. I also approve a variance to allow the reduced SSD so that the proposed curb, gutter and sidewalk can match to the existing vertical alignment. This decision applies only to KCRS identified in the variance request. All other design requirements in the KCRS and other regulations, such as surface water management and zoning, must still be satisfied for a land use permit application. The applicant retains the rights and privileges afforded by King County Code and adopted Public Rules pertaining to road variance processing (KCC 14.42, PUT I 0-2). This variance decision is valid for one year from date of letter, unless an associated land use permit is pending or submitted within the one year period. In these cases, the variance decision is valid for the duration of the permit processing. MAIN FILE COPY Larry Krueger, P.E. August 29 2005 Page2 • • A copy of staffs analysis, findings, and conclusions is enclosed. If you have any questions, please call Craig Comfort, Road Variance Engineer, Traffic Engineering Section, at 206-263-6109 .. ~<l---- Paulette Norman, P.E. County Road Engineer · PN:CC:kc cc: James Sanders, P.E., Development Review Engineer, Land Use Services Division (LUSD), Department of Development and Environmental Services (DOES) Pete Dye P.E., Senior Engineer, LUSD, DOES Linda Dougherty, Division Director, Road Services Division (RSD), Department of Transportation (DOT) Matthew Nolan, P.E., County Traffic Engineer, Traffic Engineering Section, RSD, DOT Fatin Kara, P .E., Supervising Engineer, Traffic Engineering Section, RSD, DOT Kris Langley, Senior Engineer, Traffic Engineering Section, RSD, DOT Craig Comfort, P.E., Road Variance Engineer, Traffic Engineering Section, RSD, DOT -----------, ® King County Road Services Division Department of Transportation Traffic Engineering Section MS KSC·1'R·0222 201 South Jackson Street Seattle, WA 98104 August 29, 2005 TO: Variance File • • FM: Craig Comfort, P.E., Road Variance Engineer, Traffic Engineering Section RE: Road Variance L05V0045 -Kuldip Tumber Short Plat -Relate File L05S0009 Applicant's Presentation: 1. The proposed four-lot short plat is located at 11328 SE 192nd Street, which is a principal arterial. A private access tract is proposed midway along the frontage. The location at SE 192nd Street is posted with a 40 mph speed limit for which the design speed is 50 mph. The King County Road Standards (KCRS) requires475 feet of stopping sight distance (SSD) for a design speed of 45 mph. The applicant measures 854 feet of SSD to the west of the plat entry, and 446 feet of SSD to the east. The entering sight distances exceed the KCRS minimum of 685 feet looking to the east or west from the access point to SE 192nd Street. The SSD is limited by a vertical curve beyond the short plat frontage. There is no alternative access to the site. 2. The new access point will have 360 feet of intersection spacing along SE 192nd Street to 113th Way SE, 750 feet to I 16th Avenue SE, and 400 feet to private Tract A to the east serving four lots. The KCRS requires 1,000 feet of intersection spacing along a principal arterial. The location of the plat access tract is at a centralized location that is safe. No matter where the access is located, KCRS intersection spacing criteria cannot be met. Staffs Findings and Conclusions: 1. Concurrence with the applicant's presentation. 2. Beyond the short plat frontage, curb, gutter and sidewalk has been constructed along the existing vertical alignment of SE 192nd Street. The vertical curve that limits the sight distance extends hundreds of feet offsite. The minimum available SSD to the east of the short plat entry at 446 feet exceed 2004 American Association of State Highway and Transportation Official's manual minimum of 425 feet for a design speed of 50 mph. ® King County Department of Development and Environmental Services OAK-DE-0100 900 Oakesdale Avenue Southwest Renton, WA 98055 1565950080/L05S0009 PRASAD MAUREEN 19012 113TH WY SE RENTON WA 98055 ~~o~~.,~6~-~~ ~o~~ 980SS?.:1219 ·NIXIE I! Q<f/"¢"08,-4,.. ~~~=q-==== z ~ -;;?'::::7..c::::::,,..r::a::::::::a ::l ~ AlN£Y IIOIIVES 02 1A $ 00.370 0004356909 OCT 28 2005 MAILED FROM ZIPCODE 98055 ;1. 980 RETURN TO ATTEMPTED -UNAEILE TO 5:, '-. ::-~ ~~~ '.2": ,-1 -! ;~; ' , -) ' O;\; i:~/0Sl/0S SENDER , , NOT KNO\.lN FOR\.JARO ec: seo.s-s12:19s,9 *0!2!2s.-oosi:34-.2a-4:2 I I, I,, I,, I, II,,,, I, I,, J, I,,, ,JI,,/, I,,, Ill, I,, I, I,, I, I,,,, I, I I - King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 March 11, 2005 ••• • ' ' ' , · N 9ti~e Board & Posting Pro.cedures . , · · · ·, lnst~(lctio11 Package .r · · Notice o(.Application ··:· • :, t. L05S0009 In accordance with King County Code Section 20.20.060, enclosed you will find instructions, specifications, and materials 'iq order to meet the notice of application posting requirements of the County. Please read these instructions carefully and take action quickly to order your notice board sign. Your notice board sign can be ordered through a sign painter, using the information supplied on page 2 of the enclosed "Notice;Board Requirements." The cost of the sign is the responsibility of the applicant. Further processing of your application is dependent upon fulfilling the notice of application posting requirement. When your sign is in place, attach the colored laminated notice of application along with the plastic envelope (containing extra copies of the notice of application) to the notice board as depicted on page 1 of the instructions. Maintain a supply of notices within the plastic envelope throughout the comment period. The posting sign/notice board must remain in place throughout the duration of your application. Immediately upon completion of the above instructions. complete the enclosed affidavit of posting and return to the Department of Development and Environmental Services, Land Use Division, Current Planning Section, at the address shown above (envelope enclosed). Failure to comply with posting reguirements may be cause for a delay in the processing of your application. If you have any questions, please call the Land Use Services Division at (206) 296-6600. Enclosures: Notice Board Requirements-Application Laminated Notice of Application Waterproof Vinyl Envelope containing copies of the Notice of Application Affidavit of Notice of Application Posting form/LUSD return envelope Notice Board & Posting Procedures Instruction Pkg.-NOA 8/8/01 •· • ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 L05S0009 -Tumber Short Subdivision Application DDES Project Number • !,, _____________ ~ hereby affirm that I have posted the following: (print name) X Notice of Permit Application D Other ______________ _ on the day of , 2005, in accordance with the Department of Development and Environmental Services' requirements. I further affirm that the notice will remain in place and visible during the full required notice period. Notice was provided at the following location(s): 1) 3) I hereby affirm that the above is a true and correct statement. Signature This affidavit must be completed and returned to the Land Use Services Division within 7 days of posting. Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your permit to be postponed. ® .. • . ....• ·. ···.·. .. . . . .. .. . . . .. . NOTICE BOARD REQUIREMENTS- NOTICE OF APPLICATION King County Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton, Washington 98055-1212 Per King County Code Section 20.20.060, a notice board must be prepared and posted for your land use application. Please prepare and post in the following manner: Notice Board Size and Text Specifications The notice board shall be constructed to the specifications described below. The notice board shall display the information shown in the figure. Board Construction: The notice board shall be constructed with 4' x 4' plywood. Professionally prepared plastic notice board overlays, permanently affixed to the board are permissible. Notice boards may be reused but they must be clean and show no evidence of former wording. 1. Lettering style: Helvetica or similar.standard typeface 2. Lettering size: Title should be 3" capital letters (NOTICE OF PROPOSED LAND USE ACTION). Other letters should be 2" letters except on the 8%" x 14" laminated paper providing the details of the proposal. See illustration below for use of capital and lower case letters, and placement of laminated paper and vinyl jacket. 3. Lettering: Black (permanent ink or silk-screen) . 4. Background Color: White 5. Logo: King County emblem, in black 6. Laminated Notice of Application on a legal size sheet which provides information regarding the proposed land use application. TO BE SUPPLIED BY Land Use Services Division (LUSD) (see enclosed). 7. Legal size waterproof vinyl jackets with a fold flap, and wrap string. TO BE SUPPLIED BY LUSD (see enclosed). The applicant must make copies of the Notice, place them in the vinyl jacket, and maintain a supply of copies throughout the posting period. 4 FT ® NOTICE OF PROPOSED LAND USE ACTION King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Call (206) 296-6600 Type of Action: Proposal: File No.: NOTICE OF APPLICATION 8.5" X 14" LAMINATED 4 FT EXAMPLE COPIES OF NOTICE OF APPLICATION IN VINYL JACKET Notice Board RequirementS-NOA 8/8/01 Pg 1 The notice board shall be located and installed to the specifications described below. Number of Notice Boards required for this application: ONE ( 1 ) Special Instructions: ----------------------- Notice board shall be located: On the property facing SE 192"d Street. • Midpoint on the site street frontage or as otherwise directed by LUSD staff to maximize visibility. • At a location 5 feet inside from the street property line; a notice board structurally attached to an existing building shall be exempt from the setback provisions, provided that no notice board is located not more than 5 feet from the property line without approval from LUSD staff. • So that the top of the notice board is between 7 to 9 feet above grade. · So that it is easily accessible and totally visible to pedestrians. The applicant shall erect the notice board by solidly setting the post 12 to 18 inches into the ground; or structurally attached it to an existing building. Two 4" x 4" 8-foot-long (minimum) posts and four washers, bolts and nuts (3/8-inch diameter and bolts are 5-inches long) shall be used to install the notice board. Installation Cel'.lificatiori '"Ii The notice board(s) must be installed within 14 days after Land Use Services Division has determined that the application is complete. The enclosed "Affidavit· of Posting" must be signed, and returned to the Land Use Services Division within 7 days following the date of posting . . . Maintenance <!nd Removal (!f the N~tice,Board ·.• The applicant shall maintain the notice board in good condition throughout the application review period, which shall extend through the time of the final county decision on the proposal and the expiration of any applicable appeal periods. If the notice board is removed, LUSD review of the land use application may be discontinued until the notice board is replaced and has remained in place for the required period of time. TO BE FILLED OUT BY LUSD STAFF NOTICE BOARD TEXT INFORMATION (To Be Given to the Sign Painter) Type of Action: Short Subdivision Proposal: Subdivision of a .51-acre parcel into 4 residential lots in the R-8 zone. File No.: L05S0009 NOTE: If you require this material in braille, audio cassette, or large print, please call 206-296-6600 (voice) or for hearing impaired 206-296-7217. Notice Board Requirements-NOA 8/8/01 Pg 2 ~----------------------- .. ' ...... Rogers, Carol From: Sent: To: Subject: Carol: • Dehkordi, Fereshteh Thursday, Ma_rch 10, 2005 3:32 PM Rogers, Carol L05S0069 NOA • Please send the notice board info the Cramer Northwest. Have the applicant place a sign on his property facing SE 192nd Street. Thanks L0550006NOA.doc (SI KB) 1 '. · .. • <® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 LOSS0009-Tumber Short Subdivision Application DOES Project Number • I,___,k'.~V_L.~D~l~P--,-.--l~V~""'~ls=~~---' hereby affirm that I have posted the following: (print name) X Notice of Permit Application D Other --------------K.C. o.o.e.s. ~n the 2 3 ~~. · 'day of MAQ 41 , 2005, in accordance with the . . Department of Development and Environmental Services' requirements. I forth.er affirm that the notice will remain in place and visible during the full required notice period. Notice was provided at the following location(s): 2) _________________________ ~ 3) I hereby affirm that the above is a true and correct statement. ~sk)j{~ Signature . . . This affidavit must be completed and returned to. the Land Use Services Division within ' '. ,, ,, • ' i• -7 days of posting. Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your permit to be postponed: · --· · ' · · MAIN FILE COPY ® Department of Development and Environmental Services King County OAK-DE-0100 900 Oakesdale Avenue Southwest Renton, WA 98055 CPLN/CR King County Department of Development and Environmental Services ~ - 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 23 ~AR ;, :, ( l ,.., - ,, CL r· •• r . , \ '.---~ ' J.t (.:_ ·.:..·· '>,-~ C:.9EED!:G .rr: .. 'A• TC.···-.,... '• ,~'l ·" '\ "·,(. x: ~ . ~-:i:.i"Ji: &, , rr-::-::; . · .. :....~---~-" --. ~ e,.--'. . ~, ~ ·...;,;> 7 . .,.., c;. \_ ' ; i ,.,. c:. <;:; \.i "t-. '3-...--::::::::::. 2~ • ~~("'.J,':'.:,'!3,o+ '\. 2 '\. 'a I I, I, ,I, ,I ,I I,,, ,I, I,, I, I,,,, 11,, I ,I .. , 111, I .. I, I .. I ,I,,,, I, II • • Affidavit of Publication 3017358/3 State of Washington, Counties of King and Snohomish, Daniel S. O'Neal being duly sworn, says that he/she is the Authorized Agent of Seattle Times Company, publisher of The Seattle Times and representing the Seattle Post-Intelligencer, separate newspapers published daily in King and Snohomish Counties, State of Washington: that they are newspapers of general circulation in said Counties and State; that they have been approved as legal newspapers by orders of the Superior Court of King and Snohomish Counties; that the annexed, being a classified advertisement, was published in: 03/17/05 And not in a supplement thereof, and is a true copy of the notice as it was printed and/or distributed in the regular and entire issue of said paper or papers during all of said period, and that said newspaper or newspapers were regularly distributed to its subscribers during all of said period. Subscribed and sworn to before me this 28'' day of March, 2005 Notary Public in and for the State of Washington residing at Seattle MAIN FILE COPY ~ . :I> ~z ~con -F -'ffi r r,n ,.o '.:,:, t< -< STATE OF WASHINGTON, COUNTY OF KING AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Zuha Hassan, being first duly sworn on oath that she is a Legal Advertising Representative of the King County Journal a weekly newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a weekly newspaper in King County, Washington. The Snoqualmie Valley Record has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the Snoqualmie Valley Record (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a Public Notice was published on Thursday. 3/17/05 The full amount of the fee charged for said foregoing publication is the sum of $172.25 al the rate of $35.00 per inch for the first publication and NIA per inch for each subsequent insertion. w(; ,,,111111111///f/1 -~ ~,,,v. p... ME 111111: ~ o'll-·······•• -'lo "' Zuha Hassan ~ ~ •. ···~\ss!o,, ~··· ~~ ~ Legal Advertising Representative, Snoqualmie Valley Record 2 /cl~ OT -r..o;· .•. 1) ~ :ztubscr ed a sworn to me this J 7'h day of March . 2005. := { 1-1 AR y ':.: ~ =en· -•-: = .. =-1\;, '== ~ -,,;.. uauc. / ~ ~ ,,,. ,,,.. •,,{,, • 0 .:::-~ ~ •,,JY 2 2001,,•' ~ ~ Tom A. Meagher ~ O,c:.'•,,; .... ,··~0 ~ Notary Public for the State of Washington, Residing in Redmond, \Vas(((~/1\4' AStJ\,\\\,, Ad Number: 858570 P. 0. Number: 11111111111 · Cost of publishing this notice includes an affidavit surcharge. <-:)d KING COUNTY DEPT. OF DEVELOPMENT & ENVTI!ONMENTAL SERVICES (I)l)ESJ 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF !AND USE PERMIT APPLICATION REQUEST: SHORT SUBDMSION File: L05S0006 Applicant: Dan Reina Consulting Inc. Location: Located at 84 15 NE 110th Pl. Proposal: Subdivision of a . 72-acre parcel into 2 residential lols in the R-4 zone Project Manager: Fereshteh Dehkordi, 206-296-7173 REQUEST: SHORT SUBDMSIONS File: L05S0009 '!'umber Short Plat Applicant: Kuldip Singh Tumber Location: Located at 11328 SE 192nd St, Renton. Proposal: Subdivide .51 acres 4 residential lots in the R-8 zone. Project Planner: Fcreshteh Dehkocdi, (2061296-7173 COMMENT PROCEDURES, ODES will issue a decision on these appli- cations following a 21-day comment period ending on April 18, 2005. Written comments and additional information can be obtained by con- tacting the project manager at the phone number listed above. Published in the King County Journal Man:h 17, 2005. #858570 • • () • Rogers, Carol From: Rogers, Carol Sent: Friday, March 11, 2005 9:51 AM To: Subject: 'Legals'; 'legals.bellevue@kingcountyjournal.com' Legal ad for pubL on Thurs., 3/17 Please confirm receipt. Please publish the accompanying, legal notice in your newspaper on THURSDAY. March 17. 2005, which will meet our minimum legal notice requirement Should this not be possible, please call or fax me Immediately, Submit your invoice and 3 copies of the affidavit of publication to Accounts'Payable, as soon after publication as possible, in order for us to enter legal proof of publication in our file records, and so that we may process same for payment Attachment: Legal Notice KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES (DOES) 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF LAND USE PERMIT APPLICATION REQUEST: SHORT SUBDIVISION File: L05S0006 Applicant: Dan Reina Consulting Inc. Location: Located at 8415 NE 110'" PL Proposal: Subdivision of a .72-acre parcel into 2 residential lots in the R-4 zone Project Manager: Fereshteh Dehkordi, 206-296-7173 REQUEST: SHORT SUBDIVISIONS File: L05S0009 Tumber Short Plat Applicant: Kuldip Singh Tumber Location: Located at 11328 SE 192"' St, Renton. Proposal: Subdivide .51 acres 4 residential lots in the R-8 zone. Project Planner: Fereshteh Dehkordi, (206) 296-7173 •• COMMENT PROCEDURES: ODES will issue a decision on these applications following a 21-day comment period ending on April 18. 2005. Written comments and additional information can be obtained by contacting the project manager at the phone number listed above. Published this 171" day of March, 2005. cc: Accounts Payable, Administrative Services Division, DOES Application File(s): L05S0006; Reina short plat application notice. L05S0009; Tumber short plat application notice. Seattle Times account #078871004 I l\lilAIINI lRl!..lE (COPY i Eile f;dit '.'.l,iew [nsert FQ.rmat !ools {ictlons !jelp 'Type a question fot help • ~ t'.i Beply I ~ Reply to A!I l ~ti ~d I €b lil'i!i I 'f'. I ~ 'X I + • • • £. I (:jJ • IO You repled on 03/11/2005 10:04 AM. dick here tofud aD related messages.· From: Tom Meagher [tom,meagher@l<jngcountyjournal.com] Sert: Fr(03/11/2005 10:04 AM To: Rogers, Carol Cc: Subject: RE: Legal ad for pub!. on Thurs., 3/17 Hi, Caroll I have received your email, and will publish the notice (Re/File LD5S0006 and LD5S0009) in the 3/17,1)5 edition of the King County Journal. Thanks, Carol ... have a really nice day! Tom Meagher Legal Advertising Representative King County Journal Newspapers Phone: 425-453-4296 Fax: 425-635-0602 --Original Message- From: Rogers, Cerol (mailto:Carol.Rogers@METROKC.GOV] Sent: Friday, Merch 11, 2005 9:51 AM To: 'Legals'; 'legals.bellevue@kmgcount.yjoumal.com' Suhiec:t: Leiul ad for oubl on Thurs_ 3/17 •:_, L ~ --_.,~ .... ------ (,'~ U~j iK 111'' " ?\ .. ~ 10:04 AM s· :~ @ r":~-~,Microsoft-0~ .. . . -r .!g}Microsoft Word UJ6iil "f;i,. 'PERMITS' Plus Friday, Mar 11, 2005 10:04 AM User: plancrog Computer: DE217953 Os: Windows NT Version: 5.1 ,. • • soc ..... ---_....; • • Rogers, Carol From: Legals [legals@seattletimes.com] Sent: Friday, March 11, 2005 12:24 PM To: Rogers, Carol Subject: RE: Legal ad for publ. on Thurs., 3/17 Carol -your legal notices runs Thur 3/17 for $93.48 lady byrd -----Original Message----- From: Rogers, Carol [mailto:Carol.Rogers@METROKC.GOV] Sent: Friday, March 11, 2005 9:51 AM To: Legals; 'legals.bellevue@kingcountyjournal.com' Subject: Legal ad for publ. on Thurs., 3/17 Please confirm receipt. Please publish the accompanying, legal notice in your newspaper on THURSDAY. March 17, 2005. which will meet our minimum legal notice requirement. Should this not be possible, please call or fax me immediately. Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable, as soon after publication as possible, in order for us to enter legal proof of publication in our file records, and so that we may process same for payment. Attachment: Legal Notice , KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES (DOES) 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF LAND USE PERMIT APPLICATION REQUEST: SHORT SUBDIVISION File: L05S0006 Applicant: Dan Reina Consulting Inc. Location: Located at 8415 NE 11 olh Pl. Proposal: Subdivision of a ,72-acre parcel into 2 residential lots in the R-4 zone Project Manager: Fereshteh Dehkordi, 206-296-7173 REQUEST: SHORT SUBDIVISIONS File: Applicant: Location: L05S0009 Tumber Short Plat Kuldip Singh Tumber Located at 11328 SE 192nd St, Renton, Proposal: Subdivide .51 acres 4 residential lots in the R-8 zone. Project Planner: Fereshteh Dehkordi, (206) 296-7173 Page 1 of2 COMMENT PROCEDURES: DDES will issue a decision on these applications following a 21-day comment period ending on A11ril 18, 2005. Written comrnents and additional information can be obtained by contacting the project manager at the phone number listed above. Published this 17th day of March, 2005. 03/11/2005 • ~tice ® Department of Development and Environmental Se/Vices Land Use Services Division of Application 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (Type 2) · Applicant: Kuh:lip Singh Tumj:1er Fil§ No~ Losso609 . . 19t00 1041~ Place SE · Renton, WA9805. 5 . . [?QE:.~ ... ·Proj~c:\..M!j[lager:.l;:~r~shte.~.•·•[)ehkorcli··. Telephcme No, 206~?96~7173 · ·.. . Fereshteh.dehkordi@metrokc.gov Consultant: Cramer Northwest, Inc. Da~e Applicktion:Filed: February 23, 2005 Date Determined Complete: March 10; 2005 · Attn: Terry Wilson, 9.45 .N.Central Avenue Suite 1.04 . Kerif, WA98032 253-852-4880 · Project Location:. 113?8 SE 192 Street, Rentori Project Description: Subdivision of a<51.acre parcel into four residential lots in R-8 ze>ne • ' • • ·, i ' ,I ' ' ' ' ' . Permits requesteddn thi~ application: Short Subdivision Relevant environmental documents are availabl~at,the above address: DYes Applicable · · ' · · · · · · · · ·• , ,!RFN6t ' .. ·,, , ·.... · .. ..: ... ' ... : .. I... . . ": ... ;:,, '':1'::: ... , ·, ···: :·., ... -,i. '·-.'",:· ;_; :: ' .:_-·., , Development regulations ·to be used for project mitigatjon, known :atthis• time: KCC 21 . .11<. (Zoning); KCC 19A (Subdivision);. KCRS·(Title 1'4), KCSWOM (Title 9,.· . · ·· .. ··,' .· . . .. ,. ' Consistency.wjth applicable County plans and regulations: This proposal V,(iU be reviewe.cl for , . cqmpliance•with ~11.applic;abl~ l<ing:.CC>unw C:OdE!.s.irjc;lud.ing ~Oc!dS :Standi!fds, •. ,. Surface Water Design Manual, and'SensitiVe Areas.Codes. .• '' .. ·. ' . ' ··; . . ' . Other permits. not included in this application, known a(this.time:.NA · · . ' ,_, ·.·. " ' ,.· ' ' ,,' ,• ·!''',l,i.',, The Department of Development and Environmental Services (ODES) will issue a decision on this application following a 21-day public comment period which ends on April 18, 2005. Written comments on this application must be submitted to DOES at the address below. A public hearing is not required for this application prior to the ODES decision. However, the ODES decision may be appealed to the King County Hearing Examiner, who would conduct an appeal hearing prior to making a decision on the appeal. Details of the appeal process will be included in the notice of decision. Any person wishing additional information on this proposed project should contact the Project Manager at the phone number listed a.bove. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please call 206-296-6600 (voice) or 206-296-7217 (TIY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Date of Mailing: March 24, 2005 ---------=------=--==-==--==-===================== If you wish to receive a copy of the DOES report and decision of this application, complete and return this portion of the notice to the Land Use Services _Division at the address listed above. File No.: L05S0009 ( Please print ) Name: -------------------------------- Address: -------------------------------- Te I e phone No.: ------ • • N<ftice Department of Development and Environmental Services Land Use Services Division of Application 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (Type 2) Applicant: Kuldip Singh Turnber . , ' ' 'i'j•' .. .. '19100 104\h Place SE ······ Renton, WA 98055 ODES Pr6j~ct Manager: Fereshteh Dehkordi Telephone No. 206-296-7173 . Fereshteh.dehkordi@metrokc.gov, ·· ', ' ' " I " , , , , , -' ' ,, ' Consultant: Cramer Northwest, Inc. Date Application Filed: February 23, 2005 Attn: Terry Wilson, Date Determined Complete: March 10, 2005 945 N Centra1Avenue,Suite104. Kent, WA 98032 253-852-4880 ' ' ' i ',, ' '. " ,,: .• ,; ',. :· '".11· '·'" "' , .. ' ·,,' .: Project Location: 11328 SE 192 Street, Renton I :,,1,:, ,,/. i Project Description: Subdivision of a .51 acre parcel int? .four residentiallots in R-8 zone, . Permits requested in thi~ application: Shb~ S~bdiv 1 isi611 Relevant environmental documents are available at the above address: DYes Appll·cable· '' '· ·,,,·' ,':''I!, !RI Not Development regu,lations to be used forproject mitigation, known att~is time: KCC 21A. (Zoning),. KCC 19A (Subdivision), KCRS (Title 14), KCSWD1\1'1"(Title 9JI' 1 ) )' I, , · • • • r• , , C , , , Consistency with applicable County pl~ns a.n~ regulations, . , Jhis pr<>p<>S?I will be reviewe~ for compliance with all applicable King County codes including Roads Standards, Surface Water Design Manual, and Sensitive Areas Codes. Other permits not included in this. application,, known ,at :this time:' N.A !' i 1 , , ,· : ' ' , , ' ' ' I ' ,·: The Department of Development and Environmental Services (DDES) will issue a decision on this application following a 21-day public comment period which ends on April 18, 2005. Written comments on this application must be submitted to DDES at the address below. A public hearing is not required for this application prior to the DDES decision. However, the DDES decision may be appealed to the King County Hearing Examiner, who would conduct an appeal hearing prior to making a decision on the appeal. Details of the appeal process will be included in the notice of decision. Any person wishing additional information on this proposed project should contact the Project Manager at the phone number listed above. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please call 206-296-6600 (voice) or 206-296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Date of Mailing: March 24, 2005 -------------------------------------------------- If you wish to receive a copy of the ODES report and decision of this application, complete and return this portion of the notice to the Land Use Services Division at the address listed above. File No.: L05S0009 ( Please print ) Name:.~-------------------------------- Address:·---------''------------------------ Telephone No.: ------- ·, • 2----------------------------- 1= 1! . e I 1 I, • • • CLAUSSEN, KIM L05S0009 PROGRAM MANAGER III DDES/LUSD COOPER, TED L05S0009 REVIEW ENGINEER DDES/LUSD CRAMER NORTHWEST LLC L05S0009 LARRY KRUEGER 945 N CENTRAL STE I04 KENT, WA 98032 DEHKORDI, FERESHTEH L05S0009 PROJECT MANAGER II DDES/LUSD FOSTER, CURT L05S0009 SR. ENGINEER DDES/LUSD TUMBER, KULDIP SINGH LOSS0009 19100 104TH PL SE RENTON, WA 98055 ,, -.... , .. 1565950620/L05S0009 ABARQUEZ WJLUAM L + JOSEFINA 19027 113TH WY SE RENTON WA 98055 1565950100/LOSS0009 BURRIS BRANDON+HEATHER PO BOX 8800 DAYTON OH 45401 1565950220/LOSS0009 CHIN NANCY 19014 114TH CT SE RENTON WA 98055 PLSO/LOSS0009 CITY OF RENTON DEVELOPMENT SERVICES DIVISION 1055 SOUTH GRADY WAY RENTON WA 98055 1565950990/LOSS0009 DOMINGO VIRGILIO P+ELIZABET 19004 112TH PL SE RENTON WA 98055 1565950170/LOSS0009 EDWARDS MICHAEL B+ANITA J T 19022 114TH CT SE RENTON WA 98055 0522059103/LOSS0009 FEUERBORN MICHAEL J & AMY K 19421116TH AV SE RENTON WA 98058 1565950180/LOSS0009 FOX PAMELA S+ JOHN E 11406 SE 192ND ST RENTON WA 98055. 1565950550/LOSS0009 HUYNH DAN CHI +MAI VINH 11207 SE 190TH PL RENTON WA 98055 0522059104/LOSS0009 KEISTER JOHN R 19235 116TH AV SE RENTON WA 98058 • 1565950150/L0550009 ARREOLA JONATHAN L+MARISA 19019 114TH CT SE RENTON WA 98055 1565951000/LOSS0009 CABIAO LEONARD F+LUZVIMINDA 19010 112TH PL SE RENTON WA 98055 1565950560/LOSS0009 CHUNG LAN QUI & INTHAMOME K 11211 SE 190TH PL RENTON WA 98055 1565950200/LOSS0009 DARMAWAN LIEM R 19020 114TH CT SE RENTON WA 98055 1565950260/LOSS0009 DRUZIANICH JEFFERY DRUZIANICH KIMBERLY 18930 114TH CT SE RENTON WA 98055 0522059259/LOSS0009 FEUERBORN MICHAEL #19212 C/0 EXECUTIVE HOUSE 7517 GREENWOOD AV N SEATTLE WA 98103 0522059001/LOSS0009 FEUERBORN MIKE & AMY 19421 116TH AV SE RENTON WA 98058 SD9/LOSS0009 G. ANDERSON, PLANT & FACILITIES KENT SCHOOL DISTRICT #415 12033 SE 256TH ST KENT WA 98031 1565950160/LOSS0009 JETTON-ELLIS MAE L 19023 114TH CT SE RENTON WA 98055 1565950630/L0550009 KENDRICKS LAUREN L 19021113TH WY SE RENTON WA 98055 ' • 1565950230/LOSS0009 BOEING EMPLOYEES CREDIT UNI PO BOX 97050 SEATTLE WA 98124 1565950010/LOSS0009 CHEN SHI J+LI NA CAI 19134 113TH WY SE RENTON WA 98055 Pl33/LOSS0009 CITY OF RENTON ECONOMIC DEVELOPMENT DIVISION 1055 SOUTH GRADY WAY RENTON WA 98055 1565950600/LOSS0009 DAVIS JENNIFER R 19117 113TH WY SE RENTON WA 98055 PL18/LOSS0009 EDWARD WHITE KENT ENGINEERING DEPT 220 4TH AVES KENT WA 98032 0522059153/LOSS0009 FEUERBORN MICHAEL & AMY 19421 116TH AV SE RENTON WA 98058 1565950590/LOSS0009 FLEMING DONALD T 19113 113TH WY SE RENTON WA 98055 1565950020/LOSS0009 HUFANA ABEL P+CRISTINA D 19128 113TH WY SE RENTON WA 98055 3223059036/LOSS0009 K C HOUSING AUTHORITY ADMIN 600 ANDOVER PARK W SEATTLE WA 98188 PL19/LOSS0009 KENT PLANNING DEPT 220 4TH AVES KENT WA 98032 1565951020/L05S0009 KING COUNTY 500 KC ADMIN BLDG 5004TH AV SEATTLE WA 98104 1565950580/L05S0009 LE TUAN DUC+NGUYEN VIVIAN DIEP 19029 112TH PL SE RENTON WA 98055 1565950250/L05S0009 LESSIG WILLIAM+STACY S 18936 114TH CT SE RENTON WA 98055 1565950120/L05S0009 MACIULEWSKI MARK+AQUINO CLARISSA MAE 18937 114TH CT SE RENTON WA 98055 1565950610/L05S0009 NACARIO MANUEL D+MARIA LOUR 19123 113TH WY SE RENTON WA 98056 3223059037/L05S0009 NGUYEN DUC DUY 19139 114TH PL SE RENTON WA 98055 1565950080/L05S0009 PRASAD MAUREEN 19012 113TH WY SE RENTON WA 98055 1565950540/L05S0009 RENKEN DAVID A+NINA K 19013 112TH PL SE RENTON WA 98055 1565950640/L05S0009 ROQUE LEONARDO O+ANGELINA P 19011U3TH WY SE RENTON WA 98055 3223059320/L05S0009 RYLAND JOHN & MARTHA 11306 SE 192ND ST RENTON WA 98055 • 1565950030/L05S0009 KUSZ NICHOLAS P+KARI M K 19110 113TH WY SE RENTON WA 98055 1565950650/L05S0009 LEE MICHELE+LAM MARK H 11253 190TH CT SE RENTON WA 98055 1565950270/L05S0009 LIANG ZHI WEI 18924 144TH CT SE RENTON WA 98055 1565950240/L05S0009 MANION DAVID L 19002 114TH CT SE RENTON WA 98055 1565950140/L0550009 NAKAMURA PATRICK M+CHAN,SUS 19017 114TH CT SE RENTON WA 98055 3223059347/L05S0009 NGUYEN TAN D 19135 114TH PL SE RENTON WA 98055 SD13/L05S0009 . R. STRACKE, FAOUTIES & PLANNING RENTON SCHOOL DISTRICT #403 1220 N 4TH ST RENTON WA 98055 0522059105/L05S0009 RIDGE AT PANTHER LAKE DV 1 ALSO 052205-9003 AND 9073 2005 ADV DEP PD $2665523 2006 PLAT NEW MAJOR 730000 00000 3223059348/L05S0009 RUSSELL RODNEY D 12350 76TH CT NE KIRKLAND WA 98034 1565951030/L05S0009 RYLAND JOHN+MARTHA 11306 SE 192ND ST RENTON WA 98055 • 1565950570/L05S0009 LE NGOC NGA+PHAM BRIAN H 11215 SE 190TH PL RENTON WA 98055 1565950040/L05S0009 LEE OMAR & CHRISTINE 8448 N MERCER WY MERCER ISLAND WA 98040 0522059280/L05S0009 MACIAS MAX G+VERONICA R 11215 SE 192ND ST RENTON WA 98055 ' 0522059330/L05S0009 MJF HOLDINGS INC 215 E MEEKER ST KENT WA 98032 1565950060/L05S0009 NG THOMAS H+ONODA NAOMI 19024 113TH WY SE RENTON WA 98055 1565950190/L05S0009 OURN SOEUN S 11410 SE 192ND ST RENTON WA 98055 3223059160/L05S0009 RAVENNA DEVELOPMENT LL C C/0 SPAETH CHARLES 6839 RAVENNA AV NE SEATTLE WA 98115 0522059073/L05S0009 RIDGE AT PANTHER LAKE DV 1 ALSO 052205-9003 AND 9105 2005 ADV DEP PD $2665523 2006 PLAT NEW MAJOR 730000 00000 3223059345/L05S0009 RYLAND JOHN & MARTHA 11306 SE 192ND ST RENTON WA 98055 1565950050/L05S0009 SIPPEL ROBERT & CAROLYN PO BOX 58243 RENTON WA 98058 .. 6623400133/L05S0009 SLAUGHTER CLAUDE 722 HAZEL AV N KENT WA 98031 0522059002/L05S0009 TOSCH! STEVEN A PO BOX 6117 KENT WA 98064 1565950070/L05S0009 VALDEZ ROBERTO T +EVADNE S 19018 113TH WY SE RENTON WA 98055 1565950090/L05S0009 YACKEL JOHN D+YACKEL KELLY A 19006 113TH WY SE RENTON WA 98055 • 6623400131/L05S0009 SLAUGHTER CLAUDE 722 HAZEL AV N KENT WA 98031 1565950110/L05S0009 TSAI CHIEN SHENG 18926 113TH WY SE RENTON WA 98055 1565950700/L05S0009 WOOBARRYT 18931 113TH WY SE RENTON WA 98055 1565950210/L05S0009 YU JIAN CHANG 19016 114TH CT SE RENTON WA 98055 • 3223059349/L05S0009 THANYAPORN T SIR! 19130 114TH PL SE RENTON WA 98055 3223059038/L05S0009 TUMBER KULDIP S 19100 104TH PLACE SE RENTON WA 98055 1565950130/L05S0009 WOOD DONALD F BUIKE MARY K 19013 114TH CT SE RENTON WA 98055 ® • King County Departmllll of Development and Environmental Services Land UH a.vices Division '\ 900 Dakelda.le Aveni..e Southweat ~:~~ngw~O!' o o Alternative formats available upon request be Com leled A leant City -'a 8. LD \-~ Dt. K.C.L:· ::lE!!:~Q..:~1.,,/L;L---I --------,oo NOTWAITEBELOWno&UNE------- Date ;,r-.:13:$.;,,n,aan .,Jl-flJ Kroll: Zoning: n: so Min. Lot Area Reatrlctlons: ------ Min. LotWdth -=====--------- Community PlannlrQ Area: --------- Comprehensive Plan Oeslgnatk>n: ------- Shore1ile8: ---Env: SenaltiveAreaa Map No.: ==~--~==cc--Landallde Floodplain Fish Bearing \Netland Erosion Coal Mine Seismic == Steep Slope-- Streama, aas.: ------------ Known Unmapped Sensitive Areas: ------- Oitkal OralnaQeBaaln: ---------- SWM Variance Requested? CIP Project? ------------ Acce&s: Proct of Aocea8 Required? Yes No Row Use Permit Required? --------------- ROBd Variance Requeated? --------- CIP Project? ------------ Sensitive Area Variance Reque&ted? Cer1llicalB d WalB< Availability Required? ----- Certtncate d ~r Avalll!lblllty Required? ----- Health Dapartment Approval Reqlired? ------ SEPA Required? ------(SIi. 2ndG,P.B.) Proof d legal Lot Required? --------Olher: Fl!ES state Highway? Yea __ No atle6 within 3 mllee? City Util__, Qffloal Corridan Yes Bald Eagle Nest Bl1Ter? Ye& Bald Eagle Habitat Nea? Yes Forest Dist N3 Dial Check out the DOES Web 111111 at www.metrokc.gov/ddes Short Plat Appllcatlon No No No 00~!':;';:@ K.C. D.D.E.S. ® • Application , Land Use ·Pennits King County Department or Development and Environmental Services Land UH 8en'lcas Division 800 Oekeedale Avem.e Southwest Renton, 'Naahlngton 98055-1219 2CJ6..296-6600 TTY 206-296-7217 Alternative fonnats available upon request o, ~©lsu w;~'D' ~ FEB 2 3 2005 l:V K.C. D.D.E.S. Date Received: /Stam"' DO NOT WRITE ABOVE .THIS DMDER I (We) request the following permit(&) or approval(&): Cl Building Permit Cl Shoreline Substantial Development Penni! Cl Clearing & Grading Penni! Cl Shoreline Conditional Use Permit Cl Temporery Use Penni! Cl Shoreline Variance Cl Binding Site Plan Cl Shoreline Redesignation D Site Development Permit O Zoning Variance CJ/ Boundary Une Adjustment CJ Condltional Use Permit Ii!( Short Subdivision CJ Reuse of Public School& Cl Fonnal Subdivision Cl Special Use Permit Cl Urban Planned Development Cl Zone Reclassification Cl Plat Alteretion Cl Site Specific Comprehensive Plan Amendment CJ Plat Vacation Cl P-Suffix Amendment Cl Road Variance Cl Special District Overlay Removal Cl Drainage Variance or Adjustment Cl Reasonable Use Exception Cl Right-<>f-Way Use Permit Cl Public Agency & Utility Exception Cl Shoreline Exemption Cl Period Review for Mining Sites I, K,uld,ip C,j~I'.) li@l.)O C ,beingdulyawom,statethatlamlheowneror Ill name) officer of the corporation owning property described In the legal description filed with this application and that I have reviewed the rules and regulations of Iha Department of Development and Environmental Services (DOES) regarding the preparation and filing of thla application and that all statement&, anawera and lnfonnatlon submitted with thla application are in all respect& true, accurate and complete to the best of my knowledge and belief. During the review of Ihle application, H may be necessary for ODES staff to make one or more site visits. By signing thla application fonn, you are giving pennlaslon for these visit&. If It la rental property, the owner hereby ag~es to notify tenants of poaalble alle vialts.Lh,/.2.£L~' ,.-J 'f-/{UtP1f @lh01}j7iltt1J3FR t-~~ CJ!rlnted nam!) signature "J.../1/oo-/ot/ fl Sc malling address corporation or company name ~r&ri wA C/8055 city state zip telephone If applicable, state below, the name, addreea and telephone number of the authorized applicant for this application as shown on the Certification and Transfer of Application Status form flied with thla application. name malling address telephone city state zip ,;;•UN FILE copy Page 1 of2 Check out the ODES Web Bite at www.metrokc.gov/ddes (J) • • ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600 Please provide all information requested and return the original forms to this office. Incomplete applications cannot be processed. · All information other than the sionature should be tvDewritten or neatlv Drinted. ·steps Needed to Complete Application Package Complete form as required. Please provide signed original plus five copies. ete form as required. Please provide signed original plus five copies. - 'atilil!!i)!I 3 co ies The date of segregation is the date that the total parcel was created. If created by a recorded short plat, a minimum of five years must elapse from the date of recording before a new short plat application can be submitted. A lot is considered by the Department of Development and Environmental Services to be a legal lot if it was created in compliance with applicable state and local land segregation codes in effect at the time the lot was created, including demonstrating that the lot was created: 1. Prior to June 9, 1937, and the lot has been: A.· Provided with approved sewage disposal or water systems or roads; and B. Conveyed as an individually described parcel to separate, noncontiguous ownerships through a fee simple transfer or purchase prior to October 1, 1972; or C. Recognized prior to October 1, 1972, as a separate tax lot by the county assessor. 2. Through a review and approval process recognized by the county for the creation of four lots or less from June 9, 1937, to October 1, 1972, or the subdivision process on or after June 9, 1937; 3. Through the short subdivision process on or after October 1, 1972; or 4. Through the following alternative means allowed by the state statute or King County Code: A. B. C. D. E. F. G. For the raising of agricultural crops or livestock, in parcels greater than 10 acres, between September 3, 1948, and August 11, 1969; For cemeteries or other burial plots, while used for that purpose, on or after August 11, 1969; At a size 5 acres or greater, recorded between August 11, 1969, and October 1, 1972, and did not contain a dedication; At a size 20 acres or greater, recognized prior to January 1, 2000, provided, however, for remnant lots not less than 17 acres and no more than one per quarter section; · Upon a court order entered between Aug1:15-N ;1;21969, to1Giliijwf\' 74; Through testamentary provisions or the la~~bf~~sMirH ~ft~r' ~ st 10, 1969; I I.Ll . Through an assessor's plat made in accbraanc€ ~h~t:ma.1a.010 aftl ©Olf!)'\f August 1 o, 1969; · ~ADIM !FIil. ' K.C. o.o.E. . '""''"-'·'"-''""-·~,--., ,_M_, .. ,, L; 5 s O 00·9 [) • • H. As a result of deeding land to a public body after April 3, 1997, and that is consistent with King County zoning code, access and board of health requirements so as to qualify as a building site pursuant to Section 8 of . this ordinance; or I. By a partial fulfillment deed pursuant to a real estate contract recorded prior to October 1, 1972, and no· more than four lots were created per the deed. Complete applicable sections of this worksheet and turn in the completed form and two copies. - Only the owner of the original short plat may submit a short plat alteration for the . creation of additional lots. Property owners or their designated agents may submit all other short plat alteration requests. Submit a title report issued within 30 days of application, showing all persons having an ownership interest, a legal descripUon describing exterior boundary of application site, and listing all encumbrances affecting the map site. 15 copies and 1 copy reduced le al size Provide a map prepared by a land surveyor showing the following: 1. Location of all physical and legal description encroachments affecting the boundary between the application site and the adjoining parcels. Encroachments may be from the application site onto the adjoining parcels or from the adjoining parcels onto the application site; 2. Contours based upon topographic field survey. For land inside the urban growth boundary, contour intervals shall be at 2-foot intervals when slopes are 15 percent or less and 5-foot intervals for slopes exceeding 15 percent. The preliminary map shall contain notes indicating that contours are based upon field survey. A field topographic base map shall accompany the application. If approved by the department, field survey may be waived for large areas of open space or extensive critical area tracts. Two temporary benchmarks must be shown within the application site along with the appropriate elevation and datum; 3. A legal description of application site as shown in the title report, and the Assessor's Parcel Number(s) 4. The proposed layout of lots, tracts, right-of-way and easements, along with existing utilities and areas of proposed dedications; 5. The purpose of any tracts and dedications proposed within the application site; 6. All easements, listed in the title report, capable of being plotted on the map; 7. Field-verified survey of location of all known critical areas, including the required buffers, and building setback lines per K.C.C. 21A.24. Critical areas include, but are not limited to, erosion hazards, landslide hazards, avalanche, .flood plain, aquatic area, critical aquifer recharge area, wildlife habitat conservation area, wildlife habitat network, wetland, and steep slope that may affect the proposal. Show the approximate 100-year floodplain of critical areas, where applicable; 8. Name and address of proposal; 9. North arrow, scale, and date of map and revisions when applicable; 10. · Location of adjoining parcels and buildings within 100 feet of the site shall be shown and delineated by dashed lines. The zoning of the subject parcel and adjoining property shall also be identified; - Short Subdivision Submittal Requirements Checklistlgl lc-ckl-shortsubrequlre.pdf 2/03/05 Page 2 of4 ------------------------ • • 11. -Name and location of all existing adjoining right-of-way along with the name and location of any adjoining or internal right-of-way proposed to be vacated with the proposal; 12. A vicinity map; 13. The name, address and phone number of the Applicant and the Owner(s); 14. An engineered preliminary drainage plan. atleir,Aviiilabili ';J:ce·rtificiite!il1 3 co ies and ori inal Preliminary approval for the creation of a new water system in accordance with the provisions of the applicable Coordinated Water System Plan, or for connection with a private wen from the Seattle-King County Department of Public Health must be submitted with this application; or The attached form concerning water availability to the site must be given to the appropriate existing water purveyor to complete (water district; city; water association) and then returned with this application. At the top of the form, a space is provided for a description of the site. In this space, the legal description of the site should be inserted or attached on a separate sheet if it is too lengthy. Sites located in the Service Planning Area of the Urban Growth Area, that are not proposing to be served by an existing or new Group A water system anhe time of construction must provide a completed Certificate of Future Connection from the appropriate Group A water purveyor. .,,.,.- Preliminary approval for individual or community onsite sewage disposal systems from the Seattle-King County Department of Public Health must be submitted with this application; or The attached form concerning sewer availability to the site must be given to the appropriate agency to complete (sewer district) and then returned with this application. At the top of the form, a space is provided for a description of the site. In this space, the legal description of the site should be inserted or attached on a separate sheet if it is too _ lengthy. NOTE: If a site is located within the Urban Growth Area, interim onsite sewage disposal is not permitted. This is valid for one year from the date of signature. Submit health department approval map, which includes test holes and identification of drainfield areas. -----------d i.eWY1":Dl"ainage,1rnalysis, j 5 copies I The analysis must be prepared by a professional engineer. (See handout) ' E .. , rpiimli!otal'ICliicklist:ilii 15 co ies A short plat is subject to review under the State Environmental Policy Act (SEPA) when the lot includes "lands covered by water'' (WAC 197-11-756), or the lot was short subdivided within a subdivision previously exempted under SEPA (WAC 197-800(6)(a)). Applicant must apply for short plat within 30 days of the fire district's signature. Short Subdivision Submittal Requirements ChecklistLgl lc-ckl-shortsubrequlre.pdf 2/03105 Page3of4 • • Return complete application materials to this office to apply for your subdivision. Consult the current fee schedule for the appropriate fees to be paid at the time of application. 1. Property to be subdivided outlined in red. 2. Adjoining properties under the same ownership outlined in yellow. 3. All properties within 500 feet of the subdivider's ownership. 4. If assessor maps are stamped "See enlargement," the enlargement must be submitted. This must be signed by the owner at the Department of Development and Environmental Services or notarized. This category includes, but is not limited to, wetland report, geotechnical analysis and traffic study .. ····' Note: This is·not required for short subdivisions in the Urban Growth Area. I (~t'opie'.sliQf~'/l:rfi;laria'&iID:itcis.ibJ'.1$lBe:cjuiii'd]i:>.Tl!f~(Gie~~iliffle]2;1A . I 3 copies I ,VL!:ist!'o:tl<l>ltier.!lss'.uecllc,r;P»ToaJq'glP.'eimitsmr~ID'ecisioo"sl':'I 3 copies I This category includes, but is not limited to, Road Standards Variances and Surface Water Design Manual Variances. Please note that a decision on the Short Subdivision application cannot be issued until all pending permits or decisions have been issued. Check out the DDES Web site at www.metrokc.gov/ddes . Short Subdivision Submittal Requirements CheckllstLgl lc-ck[.:shortsubrequlre.pdf 2/03/05 Page 4 of4 ------------------------------------ ® King County Department of Development and Environmental Services • 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 • Application Acknowledgement 02-23-2005 This letter is to acknowledge that an application has been received for the following work: Application Number: L05S0009 Application Date: 02/23/2005 Applicant: TUMBER, KULDIP SINGH Location: POR SE-SE 32-23-5 Site Address: Parcel: 322305-9038 Permit Type: PRE-SP Subtype: PRE-SP Title: GURDER SINGH SHORT PLAT Description: SUBDIVIDE .51 ACRE PARCEL ZONED R-8-SO INTO 4 LOT SHORT PLAT-A04PM229 Questions about this application and it's status should be directed to the permit service center at: 206-296-6600. LU_APP _ACK 05-16-03 <IAIN FILE COPY @ soc DDES King County Department of Development and Environmental Services 900 Oakesdale Ave SW Renton, Washington 98055-1219 February 23, 2005 • • Summarv of Charl>'es and Pavments Applicant: TUMBER, KULDIP SINGH 19100 104TH PL SE RENTON, WA 98055 Charges Description 425-271-6728 Bldg FireFlow Review Counter Service Fees Project Mngmt Hrs Budget SUB TOT AL CHARGES: Pa ments Description Check# SUB TOTAL PAYMENTS: BALANCE: Checklogid Activity Number: Project Number: Development Number: Permit Type: Status: Payee Date Entered Page I of I L05S0009 PRE-SP APPLIED Amount $138.86 $283.76 $15,794.10 $16,216.72 Amount $0.00 $16,216.72 The fees shown above represent current charges as of this date and are an estimate based on the Information provided to DOES at the time of application. For services that are rendered on an hourly bas.ls, the cost of those services will be based on the actual hours worked. Hourly fees are charged at the rate In effect at the time of service, and will be billed monthly, along with any other outstanding fees. Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be billed to the aoollcant. All fees must be paid In full before ODES issues Final Annroval, T.C.0. or C.O. . ' ,. ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 .. Land Use Services Division Fee Quote Pre-app Estimate Number: A04PM229 Date: November 19. 2004 Permit Name: Singh Short Subdivision Permit Type: 4-lot short Plat PermitSub-Type: NIA .. Based on permit information submitted by the applicant, the Department of Development and Environmental Services (DDES) has determined the amount of review fees for the subject application. The fees shown below do not include ancillary permit fees, project-related mitigation fees, or any other fees that are passed through to the applicant from other agencies or as part of the project's environmental review. Counter Services Fee for Application Intake: Estimate for All Fixed Fee Reviews (Total): a. Fire Review (2-hours) Estimate for Hourly Fees: Total Permit Fee Quote: $283.76 $138.86 $15 7 4.10 $16,216.72 Note: The estimate for hourly fees stated above is based on the total estimated number of hours not to exceed I 09 hours for the disciplines listed below, and is calculated using the department's hourly rate in effect at the time the work is performed. The total hours reflect work performed by the following disciplines: ---~ I • Engineering • Platting 105$0009 • Planning • Project Management After receiving the fee quote from ODES, the applicant has ninety (90) day81\o romp\eie,. the application submittal. If the application is not received within ninety (90)' days; tlie ltppl~Jii. S, may be required to obtain a new fee quote. Fee form 12/26/2003 MAIN FILE COPY@ ,,.. .. For further questions on this fee quote or for other requirements about this permit application, please contact the Project Manager, Rich Hudson, at (206) 296-7157. Sincerely, ~Project Manager, Land Use Services Di~ision ~ . Land Use Services Division Fee Quote Pre-app Estimate Number: A04PM229 Date: November 19, 2004 Permit Name: Singh Short Subdivision Permit Type: 4-lot Short Plat Permit Sub-Type: NIA The following disclaimers are attached and part of the fee quote for this permit. The applicant is required to submit a signed copy of this form with the application and fee payment acknowledging that the applicant has read the disclaimers sated below. Disclaimer Applicants are responsible for all fixed fees and reported hours performed in reviewing submittal materials and processing, up to the fee quote. Changes in the scope of the project review will result in a revised review fee quote. Fee quotes are based on information submitted to DDES by the applicant prior to finalization of the permit application. In addition, quotes are determined by utilizing historical data gathered from projects of similar type, size, and scope. The fee quote will be the maximum fee charged unless the scope of the project changes and/or items are identified that are not originally disclosed or identified later in the process. DDES's fee quote is subject to revision under conditions including, but not limited to, the following: I) Unknown or undisclosed site or project issues 2) Changes in the project 3) Incomplete information from applicant 4) Errors in applicant information or submittal 5) County code fee changes 6) Appeals 7) Road variance approval must be obtained prior to the preliminary submittal. 8) Additional hours may be required if drainage problems are discovered after the preliminary short plat submittal. LUSD fee estimate.doc 12/12/03 -------------------, .. .. 9) Plan changes require a revised estimate. Keeping review fees at or below the fee quote estimates will depend on the applicant's commitment to complete the process review. At a minimum, this commitment should include submitting materials which address all County codes, policies and previous approval conditions, and responding to the County's request for corrections or additional information requirements in a timely manner, not to exceed 90 days. Acknowledged: ~/.(UJJ)/1 511Yur>f Jtf;r}CFR ~ eft_ ,/1~/oS- Applicant/Owner Name (print) -'Date Applicant/Owner Name (signature) LUSD fee estimate.doc 12/12/03 .. , , ® • King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest . Ce • ication of .: Applicaht Status Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. Permit Number: Activity NuLeO 5 s O O O 9 Permit Name: FOR INDIVIDUALS: I, 'I, /{tlLIZJ p 1ttm!Jl:B (print name), hereby certify that I am the/an owner of the property which is the subject of this permit._ If I am not the sole owner of the property, I certify that I am authorized to represent all other owners of the property. My mailing address is: i-11100 -l 0 lf IL SE w A- I further certify that I am the "Applicant" for this permit and as such am financially responsible for all fees and will receive any refunds paid. I shall remain the "Applicant" for the duration of this permit unless I transfer my "applicant" status in writing on a form provided by DOES. *:El~ s~ ~ 1 Signatreof Applicant -OR- FOR CORPORATIONS/BUSINESS ASSOCIATIONS: Date Signed I, (print name), hereby certify that I am an authorized agent of , a corporation or other business association authorized to do business in the State of Washington, which is the sole owner of the property that is the subject of this permit. If this corporation or business association is not the sole owner of the property, I certify that this corporation/business association is authorized to represent all other owners of the property. The mailing address of this corporation/business association is: I further certify that the above named corporation/business association is the "Applicant" for this permit and as such is financially responsible for all fees and will receive any refunds paid. This corporation/business association shall remain the "Applicant" for the duration of,J~f,8ermit unless it transfers its applicant status in writing on a form provided by ODES. ff:lfl.{E COp,y * Signature of Applicant's Agent Date Signed .. * By signing as the Applicant or the Applicant's Agent, I certify under penalty of perjuJ ~r~~ l~~s ·~/ . !.s Im the State of Washington that the information provided above is true and correct. U FEB 2 3 2005?v Check out the DDES Web site at www.metrokc.gov/ddes /,r Q Certification of Applicant Status lc-cer-apstat.pdf 01/08/04 K. C. P~ Dr.:E. "'-. .. • • NOTICE TO APPLICANTS: By law, this department returns all engineering and other plans to the applicant. If, however, you wish to authorize the department to return engineering and other plans directly to the engineer, architect, or other consultant for the limited purpose of making corrections, please designate below: 01 authorize this department to return plans directly to my consultant(s) for the limited purpose of making corrections as designated on this form. CONSULTANTS: ' 945 N. CQ.o:rra.Jl bvo. $t,1i:\:a. ~,oL\ Check out the DDES Web site at www.metrokc.gov/ddes Certification of Applicant Status lc-cer-apstat.pdf 01/08/04 Page 2 of2 .... ' • • This certificate provides information necessary to evaluate development proposals. Certificate : 3847 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF WATER AVAILABILITY Type: Short SubDivision : Applicant's Name: Gurdev Singh Proposed Use: 4 Single Family Residence Location: Lot: 38 Block: Development: STR 322305 Parcel: 322305 9038 Address: 11328 SE 192ND ST, RENTON Information: See attached proposed layout WATER PURVEYOR INFORMATION 1. a O Water will be provided by service connection only to an existing Null inch water main, Null feet from the site. And/Other b ~ Water service will require an improvemnt to the water system of: Water service to the proposed short plat will require the installation of approximately 150 lf of water main. Final water layout will be deterimined based on final plat development plans. All plans must be approved by and meet the requirements of the King County Fire Marshal and Soos Creek Water and Sewer District. 2. a ~ The water system is in conformance with a County approved water comprehensive plan. b D The water system improvement will require a water comprehensive plan amendment. 3. a liZ) The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water purveyor. b D Annexation or Boundary Review Board approval will be necessary to provide service. 4. a ~ Water is/or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant 35 feet from the building/property (or as marked on the attached map): Rate of Flow: 1,000 Duration: 2 hours b D Water systems is not capable of providing fire flow. Cross Connection Control devices must be in conformance with state laws. Service is subject to the applicants agreement to comply and perform to make such installation and/or connections to the standards, regulations, requirements and conditions of this District and such other agency or agencies having jurisdiction. This District is not representing that it's facilities will be extended or otherwise modified to make such service available to the applicant. It is the responsibility of the applicant to make any required extension of facilities to serve their property. I hereby certify that the above water purveyor information is true. This certification shall be valid forf«.q/JJ• year from date of signature. •v "!~ ___ A_l_ice~R_M~ l)all" . {?(CJ3(1/201t>J fn\ CoJ>~ Signatory~ . . -Dote •.:::, / o} <_9) -B~~r· Signature K 1-1. Date .C. D.D.E.S. SOOS CREEK WATER & SEWER DISTRICT Agency Name Supervisor, Development Administration Title Soos Creek Water & Sewer District "rptAvai1Sing1cParcc1AddWatcr• 2/6196 L05SOOOW • f • F',T. I 1 .. r»4• Ttt. 111.J. ....... 1-c" o.v., JU. • v..a. 1-f' N1PPU ST. ·12"F\att (N 13+10 ~'-~ • 8.E. ., ..... _ •. w .. .. NO\/ I 7 tQIK ' • • .... ~..-'IEE PEd' FRAMa..lHtieQI~ OONTRAClQR : SCOTT'l1I -· -~w .......,., ~ VN.1£11 ....,,. . I L:. I r;J. nma, .. ~ ...... t . I 1 h ""' • ·~ • • z (iP B ... • "' .... .. ... j -~ ... ~ -- • ! ' uJ I .; I It) cJ, ~EB ~r C") 4 I 3: • • C/J I im"~ 10" Rm I flllWJ ~ ~~"t.H. -.,-:-----,- \,. ; CXltC. s;:.. - < • • .. ::, • ·14'\rTN', 111: FL D .. """" . .,. I ; I ,,, --~, ----,"r ~ I I I I ,,. ... d < b i w w rc.v.r ..... r QJT IN 1lr 111:.rl'l:t.-r ~·-..... """' ·--~ --12".r ttr.M.llit ---- ....... ---MIIINlt. If' s .... ~~••r r- : : WATER BASE MAP i 5 SOOS CREEK WATER & SEWER DISTRICT --' : : ~ · Rottt tHH Engtneertne Partners, LLC ~ e !: Ro~.;h ill :;::;-:~~~08004 ~ro~:re • This certificate provides information necessary to evaluate development proposals. • • Certificate : 4513 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY Type: Short SubDivision Applicant's Name: Gurdev Singh Proposed Use: 4 Single Family Residences Location: Lot: 38 Block: Development: STR 322305 Parcel: 322305 9038 Address: 11328 SE 192ND ST, RENTON Information: See attached proposed layout ( Attach map & Legal description if necessary ) SEWER PURVEYOR INFORMATION I. a D Sewer service will be provided by service connection only to an existing sewer main Null feet from the site and the sewer system has the capacity to serve the proposed area. b RI Other (describe): Sewer service to the proposed short plat require the installation of approximately 150 If of sanitary sewer main. Final sewer location will be determined based on final site development plan. All plans must be approved by and meet the requirements ofKCWTD and Soos Creek Water and Sewer District. 2. a ~ The sewer system is in conformance with a County approved sewer comprehensive plan. b D The sewer system improvement will require a sewer comprehensive plan amendment. 3. The proposed project is within the corporate limits of the district, or has been granted Boundary a 2l Review Board approval for extension of service outside the district or city. b D Annexation or Boundary Review Board approval will be necessary to provide service. 4. Service is subject to the following: a ~ Connection Charge: Yes b RI Easement ( s): c :.,J Other: Onsite required. ROW permit required for 192nd Ave SE See 1 b above and conditions below. Service is subject to the applicants agreement to comply and perf<?_rm to ma)<e s_ych installation and/or connections to the standards, regulations, requirements and conditions of this District and such other agency or agencies having jurisdiction. This District is not representing that it's facilities will be extended or otherwise modified to make such service available to the applicant. It is the responsibility of the applicant to make any required extension of facilities to serve their property. I hereby certify that the above sewer purveyor information is true. year from date of signature. SOOS CREEK WATER & SEWER DISTRICT Agency Name This certificatiotm ~ ~li!!1~~~ID Alice R Marshal EB 2 3 2A~o ".) ©i'l>c, Signatorx Name Date Supervisor, Development Administration ~ K.C.;~-D.Et,1s1 ----=.c~=--,~ f/{L 2',_!J oC- L Ms o o ow Title Soos Creek Water & Sewer District "rptAvailSinglcParcclAddSewer" 2/6/96 • -:. .,,. . • .. . 11.1.,.r - ;, I, .... ,,· l' •• I ...... ~ __ ....,__: ~ .. ~~--~I ~·:~L»--_______ . $ I _____ _ ~~-·~--.r~&dJr-.,~~=; ~c,. -#/l,'f-----:-,z-16,l•~ C&c,-..,~a---. ~-~-:--------. -~ _ ~ ~ .. ~ ' • 1: ,_ ~ I j .. I ~ r • . I • I I I I I I . I •' I J' I I 5-22-5 sc· T4j:».J,:.-~a.:· . SEWER BASE MAP EB DEC O 8 ·2004 ... SOOS ~WATER & SEWfR DISTRICT Rotrt Hlll Engineering 'Par.tners, LLC 2800 11811t Awrlle NE t100 BIIINle. w.Hnglon ll8004 Tel t2l5 989 9MB Fax G:5.8111.1190 • Fire District Receipt Department of Development and Environmental Services 900 Oakesdale Avenue Renton, WA 98055-1219 Fire District # _ _,l/i'---'',1"----- Name df Project/ Proposal ~Gi~=(}l<,_,=.0~£"'-V~___.,.r,'7!,c...L.,AJ~~~!l-~~~~Wt:r,er~-=---------''°''----~'----'lh---'--r~ _______ _ Location of Project I Proposal _ __,/_,_/..,_,. 2u2.._.,_f( __ .,.,,5._,E~__LL_J'.tJ:J;2e,.__i;;!U:IH.-__ _,AC-l.LJ,>$u~.tL.'11'&.JL___L~-'!~-"..~ ... z::..2c__ __ (Address, parcel number, tax account number, legal description)' *One of these required for processing of application SEC · '3 A TWN oZ3 RNG. 2 KROLL PAGE----~ Name of Applicant Co/lJ'JE.)/ .5JJICH {t'M17H!T o~e;,€ /l.ktv»-U:57""". ;,.;c.,,) $MA/Te/UY 1 Address of Applicant --1....L~9/i'-''()"-'(),c__.L/t1"'--LJ/-LA-"~'-'-' --'~"-E=--,.,...;a,._'£1.,..,.JJ7J""'-"!1'1-• _.ld,,.'A--£.L__,_9t»,.,...<...,,'-----~---~-l 9 ' ) Telephone Number _'t.,.2......,2'---...,:;...J'.z~,c...-_,6.,__,Z:....;2"4-f' ____ ._( .... e.Qdv.,.,:L<uft!<J.l-;r'---d.-"",:9.!,~:p"'-----'f'cC/..C· '.!5,s.<:c.::.;l,-=---Y,,_i,::.:'5'0::..._.,,_ __ Description: Type of Project/ Proposal Check appropriate box(es) D Apartment I Multifamily D Commercial/ Industrial D Retail D Duplex D Conditional Use D Subdivision D Unconditional Use ~ort Subdivision / Short Plat D Planned Unit Development D Residential: Single Family Residence D Rezone D School/ Classroom D Other (describe) ______ __LJ/_,,,ll)=..,_1_.,./{.'-'JK&~'-'-r--#-t----'J.=--',1-.,._,,7 _________ _ ~z couplings requirnd on Fire Hydrants Issuance of this receipt does not imply an approval, disapproval nor review of referenced project/ proposal. This receipt shall be valid for 30 days from date of signature. 6ge:r ./J16/1e_lO-J..j~ ~yName al/J:"12t)Tt/ 51!--E /()~' Title Distribution: White: Applicant (see below) Yellow: King County Building Services Division Pink: Fire District Note Applicant: at the time of application to DDES the white copy must be presented with project / proposal submittal. 0178 (Rev. 11/02) Fire District: mail yellorny to:(:" .. '. . ~ j ls \!:;, @ [I ' 'i t' ,cc, I D King County ' 1•• ::.:, Building Services Divi ·Q FEB 2 3 2005 . 900 Oakesdale Avenue Renton, WA98055-1219 K.C. D.D.E.S. Attn: Fire EngiLiO 5 s O O O 9 IIIAl111 "11.E COpy @ • Cramer Northwest, Inc., { PID=CNI2 _ -JAO} 945 N. Central, Ste. #104, Kent, WA., 98032 If Found Please Call Us At l-{800}-251-0189 Tuesday, February 22, 2005 10:30:27 AM • Use [Draft]-[ASAP PRJ DATA]-menu instea PROJECT: C:\WORKING TM JOBS\2004-139.pro LOT 1 PT.# DESCRIPTION BEARING 1050 S88'50'36"E 1057 S01°34'43"W 1053 1055 Radius Point: Radial Bearing In: Radial Bearing Out: Radius: Delta: Arc: Tangent: 1060 N88'50'36"W 1004 27 Radius Point: Radial Bearing In: Radial Bearing Out: Radius: Delta: Arc: Tangent: 26 N01°09'24"E 1050 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure DISTANCE NORTHING 5128.281840 65.10 ft 5126. 967713 45.05 ft 5081. 934811 1055 5082.623523 N88°25'17"W S01'09'24"W 25.00 ft 89°34'41" Right 39.09 ft 24.82 ft 5057.631948 36.12 ft 5058.361076 27 5070.930917 N59°48 1 54 11 E N88°50 1 36 11 W 25.00 ft 31°20'30" 13.68 ft 7.01 ft 56.86 ft = 0.00649 = 0.00341 S27°42'45"W 0.00733 Right 5071.439913 5128.288327 = 251.86 (255.90) = 1/34367 Error of closure in latitude Error of closure in departure 1/38820 1/73903 4383.21 sq.ft. EASTING 4188.124251 4253.210986 4251. 969927 4226.979415 4226.478375 4190.365735 4211. 97 5897 4186.979867 4188.127659 Area Area 0.10 \128 ACRES(VAL{VAL} {DIR}. ELEVATION LO 5 SO O 69 D.D.E.S. Cramer Northwest, Inc., {PID=CNI2 -JAO} 945 N. Central, Ste. #104, Kent, WA., 98032 If Found Please Call Us At 1-{800)-251-0189 Tuesday, February 22, 2005 10:30:27 AM Use [Draft]-[ASAP PRJ DATA]-menu instea PROJECT: C:\WORKING TM JOBS\2004-139.pro LOT 2 PT.# DESCRIPTION BEARING 25 s88°5o'36"E 1051 S0le,34'43"W 1054 N88°50'36"W 1059 1055 Radius Point: Radial Bearing In: Radial Bearing Out: Radius: Delta: Arc: Tangent: 1053 N01°34'43"E 1057 N88°50'36"W 1050 N01°09'24"E 25 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure DISTANCE NORTHING 5198 .134343 80.62 ft 5196. 506926 119. 74 ft 5076. 812371 15.47 ft 5077 .124653 1055 5082.618089 N77°18'23"W S88°25'17"E 25.00 ft 11°06'55 11 4.85 ft 2.43 ft 45.05 ft 65.10 ft 69.87 ft = -0.00439 0.00407 N42°48'33"W = 0.00598 Left 5081. 927162 5126. 960064 5128.274190 5198.129953 400.69 (400.69) 1/66952 Error of closure in latitude Error of closure in departure = 1/91263 1/98523 6363.11 sq.ft. EASTING 4189.534600 4270 .138172 4266.839518 4251. 372670 4226.983694 4251. 973928 4253. 214987 4188.128252 4189.538667 Area Area 0.15 \128 ACRES{VAL{VAL) {DIR). ELEVATION Cramer Northwest, Inc., 945 N. Central, Ste. #104, If Found Please Call Us At Tuesday, February 22, 2005 • {PID=CNI2_-JAO) Kent, WA., 98032 l-(800)-251-0189 10:30:27 AM • Use [Draft]-[ASAP PRJ DATA]-rnenu instea PROJECT: C:\WORKING TM JOBS\2004-139.pro LOT 2 PT.# DESCRIPTION BEARING 25 1051 1054 1059 1055 1053 1057 1050 25 Radial Radial S88°50 1 36 11 E S01°34 1 43 11 W N88°50'36"W Radius Point: Bearing In: Bearing Out: Radius: Delta: Arc: Tangent: N01°34 1 43 11 E N88°50'36"W N01°09'24"E Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure DISTANCE NORTHING 5198.134343 80.62 ft 5196.506926 119.74 ft 5076.812371 15.47 ft 5077.124653 1055 5082.618089 N77°18'23"W S88°25'17"E 25.00 ft 11°06'55" 4.85 ft 2. 43 ft 45.05 ft 65.10 ft 69.87 ft -0.00439 0.00407 N42°48 1 33 11 W 0.00598 Left 5081. 927162 5126.960064 5128.274190 5198.129953 400.69 (400.69) 1/66952 Error of closure in latitude Error of closure in departure = 1/91263 = 1/98523 6363.11 sq. ft. EASTING 4189.534600 4270.138172 4266.839518 4251. 372670 4226.983694 4251.973928 4253.214987 4188.128252 4189.538667 Area Area 0.15 \128 ACRES{VAL{VAL) {DIR). ELEVATION ' --.. Cramer Northwest, Inc., 945 N. Central, Ste. #104, If Found Please Call Us At Tuesday, February 22, 2005 • {PID=CNI2 -JAO) Kent,·wA.,-98032 l-(800)-251-0189 10:30:27 AM • Use [Draft]-[ASAP PRJ DATA]-menu instea PROJECT: C:\WORKING TM JOBS\2004-139.pro LOT 3 PT.# DESCRIPTION BEARING 1051 S88°50'36"E 24 so2°00•01 11 w 1049 N88°50'36"W 1052 S01°34'43"W 1061 1083 Radius Point: Radial Bearing In: Radial Bearing Out: Radius: Delta: Arc: Tangent: 1058 N88°50'36"W 1054 N01°34'43"E 1051 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure DISTANCE NORTHING 5196. 507027 80.62 ft 5194.879610 69.87 ft 5125.052185 65.10 ft 5126.366311 44.68 ft 5081.703269 1083 5081.014557 S88°25'17"E S79°37'll"W 25.00 ft 11°57'32" 5.22 ft 2. 62 ft 15.54 ft 119. 74 ft 0.00985 = 0.00881 S41°47'54"W = 0.01322 Left 5076.508630 5076.822324 5196.516879 400.76 (400.77) 1/30325 Error of closure in latitude Error of closure in departure 1/40678 1/45499 Area 6363.30 sq.ft. EASTING 4270.133173 4350.736746 4348.297980 4283.211245 4281.980379 4306.970890 4282.380160 4266.843327 4270.141981 Area 0.15 \128 ACRES(VAL{VAL} {DIR}. ELEVATION 'J' Cramer Northwest, Inc., 945 N. Central, Ste. #104, If Found Please Call Us At Tuesday, February 22, 2005 • {PID=CNI2 -JAO) Kent, WA.,-98032 l-{800)-251-0189 10:30:27 AM • Use [Draft]-[ASAP PRJ DATA]-menu instea PROJECT: C:\WORKING TM JOBS\2004-139.pro LOT 4 PT.# DESCRIPTION BEARING 1052 S88°50'36"E 1049 S02°00 1 0l 11 W 1006 N88°50'36 11 W 1084 1083 Radius Point: Radial Bearing In: Radial Bearing Out: Radius: Delta: Arc: Tangent: 1061 N01°34'43"E 1052 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure DISTANCE NORTHING 5126. 362084 65.10 ft 5125.047957 69.87 ft 5055.220532 39.40 ft 5056.015871 1083 5081.010777 N01°09'24"E N88°25'17"W 25.00 ft 90°25'19" 39.45 ft 25.18 44.68 0.00380 = -0.00231 ft ft = S3l 0 l6'09"E 0.00445 Right 5081. 702844 5126.365886 254.54 {258.51) = 1/57215 Error of closure in latitude Error of closure in departure = 1/66938 1/110228 ~ 4393.93 sq.ft. EASTING 4283.205890 4348.292625 4345.853858 4306.461887 4306.966543 4281. 972715 4283.203581 Area Area = 0.10 \128 ACRES{VAL{VAL) {DIR). ELEVATION ,, y Cramer Northwest, Inc., 945 N. Central, Ste. #104, If Found Please Call Us At Tuesday, February 22, 2005 • [ PID=CNI2 -JAO} Kent, WA.,-98032 l-[800)-251-0189 10:30:27 AM • Use [Draft]-[ASAP PRJ DATA]-menu instea PROJECT: C:\WORKING TM JOBS\2004-139.pro P.A.T. PT.# DESCRIPTION BEARING 1060 1055 Radius Point: Radial Bearing In: Radial Bearing Out: Radius: Delta: Arc: Tangent: 1059 S88°50'36"E 1058 1083 Radius Point: Radial Bearing In: Radial Bearing Out: Radius: Delta: Arc: Tangent: 1084 N88°50'36"W 1060 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure DISTANCE NORTHING 5057.626500 1055 5082.621405 N01°09 1 24 11 E S77°l8'23"E 25.00 ft 78°27'47" Left 34.24 ft 20. 41 ft 5077 .126194 31. 01 ft 5076.500218 1083 5081. 004732 N79°37'll"E S01'09'24"W 25.00 ft 78°27'47" 34.24 ft 20.41 ft 80.00 ft -0.00003 -0.00451 = N891>38'57"E = 0.00451 Left 5056. 011570 5057. 626472 Error of closure in latitude Error of closure in departure 174.25 [179.49) = 1/38608 1/6303130 = 1/38608 866.62 sq.ft. EASTING 4226.474990 4226.979647 4251. 366481 4282.370162 4306.961001 4306.454176 4226.470477 Area Area 0.02 \128 ACRES[VAl[VAl) [DIR). ELEVATION Cramer Northwest, Inc., 945 N. Central, Ste. #104, If Found Please Call Us At Tuesday, February 22, 2005 • {PID=CNI2 -JAO} Kent, WA.,-98032 1-(800)-251-0189 10:29:16 AM • Use [Draft]-[ASAP PRJ DATA]-menu instea PROJECT: C:\WORKING TM JOBS\2004-139.pro PARENT PARCEL PT.# DESCRIPTION BEARING DISTANCE NORTHING EASTING ELEVATION 23 5043.222179 4345.435013 N02°00'01 11 E 151. 7 5 ft 24 5194.879711 4350. 731747 N88°50'36"W 161.23 ft 25 5198.134343 4189.534600 S01°09'24"W 126. 73 ft 26 5071. 430166 4186.976394 27 Radius Point: 27 5070. 925510 4211. 971300 Radial Bearing In: S88°50'36"E Radial Bearing Out: S01°09'24"W Radius: 25.00 ft Delta: 90°00'00" Left Arc: 39.27 ft Tangent: 25.00 ft 28 5045.925461 4211. 468017 S88°50'36"E 134.00 ft 23 5043.220501 4345. 440712 Closing latitude = -0. 00168 Closing departure 0.00570 Closing bearing = N73°35'39"W Closing distance 0.00594 Total traverse length 609.07 (612.98) Total error of closure = 1/102515 Error of closure in latitude 1/362964 Error of closure in departure = 1/106866 Area 24160.32 sq.ft. Area = 0.55 \128 ACRES(VAL{VAL} {DIR}. ' ------~ ----~ ·· Jun 28 04 12:29p • Campbell/Nixon • • 12531854-2475 • p.7 ORDER NO:. 200<i8S804 t N -~~-• 4f.q~ ,,{ H1is Sl{ttcll i:i provided Withou( char8e for informmio11. l!_is 1ia intended ro Jhow .ill 11.atte.r s reluted to tltt'-pror,1.'t't}' iududtoi~.:ri.:.t fl¢.,@ ~ "'o.c l:m,kd to area. d1men,io11s, cncroachrr,e,u, or lllcations of b-Our,daries. It's not, port cf, nor docs ii moOO'* ~~~J Oi°9>.~!~ 1 91 o ) tc \Illich it is attaohc<i. The company assumosNO LIA!lfL!TY fof •ny maner rela1ed to th1< sfretcli. Ref "El' ot'.i!Jti'.!!c i/ii.J! ,:;.a11.:::i accurate .'.iurvey fol' fur:1-.er informatkm. 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Jl:pon et11t,u.v1,to111 'tb11:,•eof .p:~1':l"-"'t ttJ aa, 58 .11.0,0 •tt •i•"* 'tlltff,fl,bo,t·pl,1.-S: t~ bq tljo susrf'tt.4 Ni'P1.'~uttAC:aU"""' of•*, a.a.d t~at ·•W-d ~Qt\; :d·~~vJ•i.Mo t.c m&4fli·WH;i-, 1..11• he*' (;4)r),inUt .!Ulljl :.llJ •OC.Oi'®4¥10 gitl, tli~c1"'ji~.., of ·Ohs ••••><•I-· l~-' ·, · • wuroo-t •• bt:'l spt-ca1· ~a.olS&. oa ~er.Joo. f ~------------ "'N""'-=---~------------ $'1'4'%& Oi' IA!il!l!W'tWl,/ CQ.\tnty ct \ ,:1. -•""fl ,., ~ ...... an W.t1 0.11 p,a~~~J1, .a,J,l's.tr"d ,!:,t'.!~1:11-,,.. I l\orn."--'o ""' " "\ ?t\)~ ~ .. ~o t----~~ e,r., bit 4. Jftd,jv,4,1iwl ••"r~m~~;1,1'4'~t,.,ta:z,;-.,.) ion•Tiii .a.,.-,,..,;,,u:, olQd ,ta:~111dlfd.t ~t J..t.h..,.-lfJ~n":f '11• IM,. .. • lni u,. n,Jw.U."' _. bd IUllldr /Qt ~11111 -.. ~,,n IHUP'H~ M1o1t.t,n airl6J.-.cf~ OXVllil llmlu 61¥ lwl'1d ~NI Cloi.'iW.i4.t ~ .1,1,2,, ~ .... S'I'-Of ~AlllllN<~W~.I ... aturrtb' "'----- 01,1 ll.lilfi ~ ~«:.maU!i 11,~•,·IM J.!Ofon: N --------------- • "" }mOI,,,·,. "'1 " a. s.iid#ld:.r al!'"<r.,,·.1h1u1 ~~ ,II:".«"~ a;:. "''t-Ktii .;;; ~ ... •u1o tau~UMII~, ~~ ,ur,,:nowl*'i;ig.=-,1 t:11.rt .., __ _sl,p,,t1 th•...., olJI. Jf.nNI Ind fNl',OE,llT 6!lft. .;M t"""'4, to~ Utt! .:tsall •FIil ll~.fl'."•'-efwKe.Pi flll"WlitU.,:,il l'"t~ f~,1;e ill .u,,-t &; r.tie ,re,;111," p£ i(..,,Jn,twa. rt1.'1i•fJ.nr, a• ------- ------------ -------------@0011007 ® King County Department of Development and Environmental Services Land Use Services Division ' ' ' · AffidavitCon~~rnlng .· Critical Areas . cotnpliante '900 Oakesdale Avenue·SW Renton, WA 98055-1219 206-298-6800 TTY 208-298-7217 For alternate formats, call 206-296-6600. • :., ... -----------------------------. •' 11:,.- .. STATE OF WASHINGTON ) COUNTY OF KING )SS ) ·--, .. -· File Number: L05S0009 Application Name: ----------------------- Project Location: The undersigned, being first duly sworn on oath deposes and says: 1. That the affiant Is competent to be a witness herein; 2. That the affiant is the applicant for the above project; 3. That to the best of the affiant's knowledge the critical areas on the development proposal site have not been illegally altered; and 4. That the affiant has not previously been found to be in violation of critical areas regulations for any property in King County, or alternatively, that if there have been any violations, such violations have been/are being cured to the satisfaction of King County. /~~~ AppllntSignature Date and Place (City and State) I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. AffldavltSonlltlveCrltlca IAr .. aCompllance lc-eff•eaoomp.pdl 12/18/03 12 ;:o[g) ~l '.s 0 Pago 1 ol 1 FEB 2 3 2005 K.C. D.D.E.S. ~ Check out the DDES Web site at www.metrokc. ;, / • ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 nv 2os-2ss-1217 Purpose of the checklist • State Environmental Policy Act (SEPA) Checklist Alternative formats available upon request The State Environmental Policy Act (SEPA), RCW Chapter 43.21 C, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for the applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly with the most precise information known, or give the best description you can. You must answer each question accurately and carefully to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer or if a question does not apply to your proposal, write "do not know'' or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations such as zoning, shoreline and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal even if you plan to WfA~ll..i: ,. over a period of time or on different parcels of land. Attach any additional information '-OPy that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional ~nformation reasonably related to determining if there may be significan~l!!.[W:i R U ,~ @i'o\ impacts. o Ls 10 IS ~ . . f£B 13 2005 K.C. o.o.E.S. SEPA Checklist Check out the ODES Web site at www.metrokcov5es O I\ (1\ . /i\V\_ lc-ckl-SEPA.pdf 05/28/03 L ~ ~9 . ~ / • • A. Background 1. Name of the proposed project, if applicable: G:iwd<Lv 1dif1Sh Short Plcd 2. Name of applicant: Ku.ld i0 Si~n 1u..rn'ocr 3. Address and phone number of applicant and contact person: Appl(co.nt-.' IC\10() 104th P\. SE COn-\C>.(_t: IQAf'.:j v::Y,\'30\'\ R/Lv\ton, WA ct8()'5'5 C,(o.ffi.e..}(" Niw, J:<'C..,. ( L\~s-~~1-iol--:J.8) C\i:fj-N. <'. .. uv\ro-.l /\.\Ja.... ~w.\L. I Oi..\ 4. Date checklist prepared: ;;;./-;;J.;;J. I D'3 5. Agency requesting checklist: [..a,n ol lA.S.t.- KQ.x'I\ vJ A. C\00~~ (-;;153) S5~-l.\'o<2l0 6. Proposed timing or schedule (including phasing, if applicable): W o+-a pp I ic {t,,(ale, 7. Do you have any plans for future additions, expansion or further activity related to or connected with this proposal? If yes, explain. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. ~OA{ pn.paved CU----U11:S -/-iMe. Check out the DOES Web site at www.metrokc.gov/ddes SEPA Checklist lc-ckl-SEPA.pdf 05/28/03 Page 2 of 19 • • 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. ~ 0 t \',,\'\ (5 IAJ V1 10. List any government approvals or permits that will be needed for your proposal, if known. SGlOcli {(&.\ on C\f r\'1JVut I 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) Su\'.Jdiv1siov1 of one. 1·V1\-o 4 ne~v lo~. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. SEPA Checklist 11 :?Z8 sr: I q 7}ill Si , 'Fc-tn+v (l ilV A·. 5E 0f:C . 8'2. ,WN. J~ p_tJr,,-5 Check out the ODES Web site at www.metrokc.gov/ddes lo-dd-SEPA.pdf 05128/03 Page 3 of 19 • TO BE COMPLETED BY APPLICANT B. Environmental elements 1. Earth a. General description of the site (circle or check one): O,.Flat ~ Rolling 0 Hilly O Steep slopes 0 Mountainous • O Other-------------- b. What is the steepest slope on the site (approximate percent of slope)? A-pp rux.; rY\ CL t cl~ w I. sl a p-e . . c. What general types of soil are found on the site (i.e., clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Soil eo,1ri's-l-s cf 4re.vifs t1.nd f\ lckxw o ocl llc1 -/-l vrtd · C A-n16) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so describe. Uvi L1'1own. e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. fJ0nhli'1Jposed ttt +-b,i -\ivJ·l(. . \~cu+-. r f 113i nf cvi n3 phase. cif th 1i pruJ-f Cf- Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lc-ckl-SEPA.pdf 05/28103 EVALUATION FOR AGENCY USE ONLY Page 4 o/19 • • TO BE COMPLETED BY APPLICANT f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. t\\ u+ l \!'I 0 \Ai Vl o..+-+v1 i & p hll('t' . . w I l \ C\ de\ r.et0 A-\--ev\~'1 nee ri v13 ptv:,0/L. g. About what percent of the site will be covered with impervious surfaces after project construction (i.e., asphalt or buildings)? , Apprv~·1ry1Q+e,lj l3iD00 ~i· ft-()t 11'!"\ r,t v v I outs <SU v fc:cc Q, \J\, 1.1 I be c-1 cld ecf -h. ~1~ ii-rt?. R.o\AC\hlj 150 I-of+\v... &1t.e · \) h. Proposed measures to reduce or control erosion or other impacts to the earth, if any: ~o I"\( p ro po0-l c\ o.J-t\11 i"s+i 1'{1.e .-VV t_ 11 C\C\Jre~r OJ· prt\1,111nct13 lVe\AelV1(~ phcl~e- 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction andwhen the project is completed? If any, generally describe and give approximate quantities if known? r 1 - ur-tV\-lV CC [ t/Nl S fN Cti c)Y) C..'l ltS f a U.f) /1 lJ ~af\\;',tnl c h6n tOLU ct (t/-f CH-£ 1 nto +kl oJ r. ~G1ctn-H-n.u ~ r-t na+ 1<-flmvn - b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. l\ot-U1ow11 . Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist l<>dd-SEPA.pdf 05128/03 EVALUATION FOR AGENCY USE ONLY Page 5 of 19 • TO BE COMPLETED BY APPLICANT c. Proposed measures to reduce or control emissions or other impacts to air, if any: ~ o n'\.e c,~ LA re J pr c po\.l·eJ . 3. Water a. Surface: • 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, salt water, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river ii flows into. N o ~ tN\ ovJVl . 2. Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Wonf prvpose.d. 3. Estimate the amount of fill and dredge material that would be placed or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. l\\ on.e p 1'11 pos.e_d Check out the DOES Web site at www.metrokc.gov/ddes SEPA Checklist lc-ckl-SEPA.pdf 05128103 EVALUATION FOR AGENCY USE ONLY Page 6 of 19 --------------- • • TO BE COMPLETED BY APPLICANT 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose and approximate quantities if known? Not-p1opo~td 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. ~o. b. Ground 1. Will ground water be withdrawn or will water be discharged to ground water? Give general description, purpose and approximate quantities if known. 00. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (i.e., domestic sewage; industrial, containing the following chemicals: ... ; agricultural; etc:) Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. }s\one. propo.sed. Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lc-ckl-SEPA.pdf 05/28103 EVALUATION FOR AGENCY USE ONLY Page 7 of 19 • • TO BE COMPLETED BY APPLICANT c. Water runoff (including stormwater): 1. Describe the source of runoff (including stormwater) and method of collection and disposal, if any. Include quantities, if known. Where will this water flow? Will this water flow into other waters? if so, describe. . s-w nYiwCl+c,ir is +-h-c p vv nn I nctle~ .~au rtt. a f run off, IH-i,hrr -ti1Y\L v11ctf10cf o ~ e o \ /l ~fi on Cl vie/ d f;sf2o.s a{ 1 ·r . ?Id c:( rJs,{ d o·n IL~· n·/PI~ 0'\ +lilL .V. . I I 'W 1l&tr.e . . · T Ll~fe_. 2. Co~~rf~te ~'f~'~n~ ~KJ'1»iphill<_ waters? If so, generally describe. 1---\0 f-Cl n-hl i [t1--ft-d · d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: d. ( / "1 o r1 e et I-+VJ ,~ +i mt. V\J i II tu Cl c V'-1'M.:t' c ct .J,,, 4'\iu enj l 1U.e.,ri n5 phcux. of -MLL ~r~.tt,t. 4. Plants a. Check or circle types of vegetation found on the site: D Deciduous tree: alder, maple, aspen, other D Evergreen tree: fir, cedar, pine, other a/Shrubs ~ Grass D Pasture D Crop or grain D Wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other D ,Water plants: water lily, eelgrass, i;nilfoil, other 1H Other types of vegetation A ~,, 1-t. It II nn ('of fr:ce,, I I ' Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lcdd.SEPA,pdf 05128/03 EVALUATION FOR AGENCY USE ONLY Page 8 of 19 • • TO BE COMPLETED BY APPLICANT b. What kind and amount of vegetation will be removed or altered? . . . /JCl1{ pro~Oi{Jif a../-1(/i.S frll)i) W• ff bt ad/f l'eSS-R d Ju.,ri ,10. dee( vi I\~ ond 5n\d1t15 01\asc dfe,1~1/\Ltn,1g · c. List threatened or endangered species known to be on or near the site. ~o n -t l0U1 Ci)'lJ '1 · d. Proposed landscaping, use of native plants or other measures to preserve or enhance vegetation on the site;Oa~~: prop 0-S{d tt+ ~~ i ( titYl,G.,· 5. Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site: , 1 \ J I\!, Of\~ 0 %.Q.VY lO · Q Birds: hawk, heron, eagle, songbirds, other Q Mammals: deer, bear, elk, beaver, other Q Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. Uof\L LVLoWVl c. Is the site part of a migration route? If so, explain. ~\ 0 }-Ui1 Cll!O VJ Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lcxkl-SEPA.pdf 05128103 EVALUATION FOR AGENCY USE ONLY Page 9 of 19 • • TO BE COMPLETED BY APPLICANT d. Proposed measures to preserve or enhance wildlife, if any: (\Lo l''I\J.L\&Cli/Y& ~nJ poS,{,c\. 6. Energy and natural resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. &h.ev,g:j h.U'cL.\ wi 11 l:)e., /'neJ b0 e/.f thit1ij uii'\d na/-lA val ~as. 1Jat-ura_,f3cis ~1>!1 bt w v d -Fz:r lv:1cdi n CJ ?! n d .e /-e ~tn e 1-fy w 1 ·, 1 0-t u.ud .ftv r0vi Smle,.h· OYJ c, Vic;---; jv1fi1:3 . b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. / ~ l O t-[..,ll) 0\1 \J VJ . c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: tJon-e pro pou d. Check out the DOES Web site at www.metrokc.gov/ddes SEPA Checklist lc-cld-SEPA.pdf 05/28103 EVALUATION FOR AGENCY USE ONLY Page 10 of 19 • • TO BE COMPLETED BY APPLICANT 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill or hazardous waste that could occur as a result of this proposal? If so, describe. "10+ rrop oud. 1. Describe special emergency services that might be required. No spt ii a( e VVJ{,(:jlVl ~ g,VV I e.-es W,I( be-hf{d,ee?(. 2. Proposed measures to reduce or control environmental health hazards, if any: ~! o nu Cl<SU rc.s p ,,..c µ aYd. b. Noise 1. What types of noise exist in the area which may affect your project (i.e., traffic, equipment, operation, other)? ~(}j .. Ll'\ uWV1 . 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (i.e., traffic, construction, operation, other)? Indicate what hours noise would come SEPA Checklist from the site. . on O SI·) ur f--J--tnri b DIS·, i ~ OYl ~;)7ut+i CV/ cu·i d ~Cl ff,' e l'iQ fs.e vi1 i~ n-1 i rJ·1pc,ct-. t1.t.) C/Yl b 1 cVl1 CJ o.d . ~1 o I cJ>,{ 9---t-,-(,V-11/J no15c- ?\ l'\ti vi i=:ct+ed . Check out the DDES Web site at www.metrokc.gov/ddes lc-ckl-SEPA.pdf 05128/03 EVALUATION FOR AGENCY USE ONLY Page 11 of19 • • TO BE COMPLETED BY APPLICANT 8. Land and shoreline use a. What is the current use of the site and adjacent properties? . .si1~ I e {Z'.1n11, lj l',tc; c/,t I l-ncd b. Has the site been used for agriculture? If so, describe. ~o Lv10vvn . c. Describe any structures on the site. Jht v-e 1:S l1cl\L(,{_ CU\6i(llSt en ~lj-'{. d. Will any structures be demolished? If so, what? , . J. , A\l LUJ{.-l1~ S-fltLC'.+L,lrw Otlr,t(ll')ti Ci/~~Llt -+c> bL (llYlOVld . e. What is the current zoning classification of the site? R.-6 f. What is the current comprehensive plan designation of the site? ff4lft UtJ1 g. If applicable, what is the current shoreline master program designation of the site? ;Jo f-fl{) pl ilttJitL Check out the ODES Web site at www.metrokc.gov/ddes SEPA Checklist lc-ckl-SEPA.pdf 05/28/03 EVALUATION FOR AGENCY USE ONLY Page 12 of 19 • • TO BE COMPLETED BY APPLICANT h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. ~lo. i. Approximately how many people would reside or work in the completed project? App rJ'/1 ll'\C( i e. 8 pco pl{_ wo ~\ I cl r ,U i cLc_ C1.t tG1Y\ o k t-e d P COi {,t.,t . j. Proposed measures to avoid or'ieduce displacement impacts, if any: 0c a l&pl ct e-c V\1 -l 11 +-c1 \/\tic I p0c-l-ed . k. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: AU c\-evtlop1Yv-l!l+-vJill be 111 . . ~tt(}[clcu~tt vv1*1 C1._0pl1cc;LlDlt Jt(!tfopnLevlf- tD6e;;. r 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle or low-income housing. ~ vuw M its w i I I tx bt,L-1°f-f-wi+ri ~CTv"¥\Pilcl.ed pti1t-tf. IA.hits wi II iQ.e., 1vi'1 a.a 1-e '1n CoVVL,Q_ h CM.S:(t}CI l-£ Vt/ b. Approximately how many unifs, if·ahy, would be eliminated? Indicate whether high, middle or low- income housi~g. . , , J . [· ' I vlV\ I+ w1 I 11 el, m I n Cl,,i'-€.£1 t11./1i) IS 5tvt.Q,V?;d I~ lovv -In (',(jY\JLL l\.V'vLS, [;~ Check out the ODES Web site at www.metrokc.gov/ddes SEPA Checklist le>ckl-SEPA.pdf 05/28/03 EVALUATION FOR AGENCY USE ONLY Page 13 of 19 • TO BE COMPLETED BY APPLICANT c. Proposed measures to reduce or control housing impacts, if any: f-.(o \~U c1,JGL.V-,lg prvpo.iJU/. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas? What is the principal exterior building material(s) proposed? • All .S,nl;H\-hAVV; wi 11 be, bwi' It i I\ ttteCJtv dcun ct wi +-vi etp p / 1'ca l0Le_dfvt/c.JPYlLU'1 - r~jrtletti' v}'1S . b. What views in the immediate vicinity would be altered or obstructed? 0 o vLewI. C1v1-1i· c,/ pvd-e_ d --lo be. obs; wc.+e d . c. Proposed measures to reduce or control aesthetic impacts, if any: lt o 1'Yltet.cu res pro pOS-tel. 11. Light and glare a. What type of light and glare will the proposal produce? What time of day would it mainly occur? !\\.e w pOY(';k, \,l ~ n+i Vl.Cl t'\~llll I V\tpct t.f- nt'>:9 ~1 boV h oocfi ~ n !9'H+ / tvi n, n8. b. Could light or glare from the finished project be a safety hazard or interfere with views? /Jof aYrhcip::d-ed. Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lc-cld-SEPA.pdf 05/28/03 EVALUATION FOR AGENCY USE ONLY Page 14 of 19 • TO BE COMPLETED BY APPLICANT c. What existing off-site sources of light or glare may affect your proposal? ~\ o+-tn cJW 11 . d. Proposed measures to reduce or control light and glare impacts, if any: ~o n~ .e_ Ct~lA r~ f ropo s..c cl . 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? • ~pt-i nG\\01rvcJk, Pavl _c111cJ Boukvctv-c( u1h~PciV-L or-t VV1'/i11n l1c1n+- -tft\ V € \ cl f s tli /11 ce rrofVl ~ ]t'~ . b. Would the proposed project displace any existing recreational uses? If so, describe. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: l'L \l \"v\J C\ -~ v\ V .. cs P Y-0 p u.s..c._d · Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lc41..SEPA.pdf 05/28103 EVALUATION FOR AGENCY USE ONLY Page 15 of 19 TO BE COMPLETED BY APPLICANT 13. Historic and cultural preservation a. Are there any places or objects listed on, or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. ~\Dt-lv\ own· b. Generally describe any landmarks or evidence of historic, archaeological, scientific or cultural importance known to be on or next to the site. fsl O ~ \cV\ uw I\ · c. Proposed measures to reduce or control impacts, if any: i'-\O l'\l'\{CliUY-<-' pr'Dpoucl. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. fvt.t,:,S.., +z> p V?.>j{ tJ vU 1 1 l be froyn se I c12,i'\CI ~n.t£.f c\ nJ, ~ G v\V\tt+--to 1-\-w'.3 $\5". b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? NO , les:.s +hW'l OfltvYl i 1-G )~p(l)y_jmettLJ :::> bl 00lc& fn,v\1 t, t-e · · Check out the DOES Web site at www.metrokc.gov/ddes SEPA Checklist lc-<:kl..SEPA.pdf 05128/03 EVALUATION FOR AGENCY USE ONLY Page 16 of 19 • • TO BE COMPLETED BY APPLICANT c. How many parking spaces would the completed project have? How many would the project eliminate? g p c\ vlc i I\ 3 Sl1 ( rC,\ ce _Q, \\/1 ii 1)£. p lu'fi c4 d. 2 pc1 I' 101 n cj s. u l'n:LC.e.s vv o u I d b-e cl 11'Y\ 1Yll~ ti d. Will the proposal require any new roads or streets or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). ~ e .~ J p ro p o ~cl l '1 (\ t l l-t d e.. .£' -1f'vl 11'\I\ l)n>f-e Vhll1 / o1 +\'\tptAlolic· Sti1'~+-if-1q:z..i\~£+- 011 m \le)(+\~ s\d.t · e. Will the project use (or occur in the immediate vicinity of) water, rail or air transportation? If so, generally describe. ~o. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. ApprlJX-_\f\'lCLttlv\ i~ tl'ips rl(c/ciu/ d CUi \'\ CJ +\\l ~ u\{,V s af-1 -C[ et l'V\ - C,\ \'\C,\ ~ , L( ~ IY1 , g. Proposed measures to reduce or control transportation impacts, if any: }Jo 11Vl .e Cti u v {J P.(,'..s 1d Q; \ /\~ ~ utc,f fu~ ·ti) \,1-n ci put£ol, . Check out the DOES Web site at www.metrokc.gov/ddes SEPA Checklist lc-ckl-SEPA.pdf 05/28/03 EVALUATION FOR AGENCY USE ONLY Page 17 of 19 • • TO BE COMPLETED BY APPLICANT 15. Public services a. Would the project result in an increased need for public services (i.e., fire protection, police protection, health care, schools, other)? If so, generally describe. ~ tS i' 11 G\ t,\\.,~Vcd h I".{ p (Gt{ t,+i 0¥1 /M.!iut C\1'\c/ f)Oi';e,.e, pro+ec+-t oh L-U'vv\ c\ ( t'\ ('.'.l"lQ-'.12 b. Proposed measures to reduce or control direct impacts on public services, if any: A\ I -t~\~-u; CU'\ d \\: ·, re\ C\.iiCJY\ f £{S \/VI ii ~ct pu\i(i\ c\,tt()Yd ,nsr~. 16. Utilities a. Check or circle utilities currently available at the site: r/ Electricity c;J;Natural gas Cl;Water OJ/Refuse service 'a Telephone i:u ,Sanitary sewer Ii:!' Septic system O Other ____________ _ b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate 11icinity which might be needed. WCL+.ev-) bOJ/{.r w; ti OJI ~ updo.:b,d an ct i n&-tn! ltd . t-ras v1vnd .e kc.fric.(; ~ vJd l bl 1 r1~tct..l LLd l\} Ld i rv1pnNcci ft> ~ .. lXV-l N.W Mi'VV.S. A-H ~.ov1s+riu,.hcvi CU! .. 4-i v' 1 'K,\ W\ v\ C)Cl.lLV' OY1. ...C !fee OI\Cl \t, s e cci 7.-nil st-. fll or -t. -iv l2-t- C\. cl c\ r-t.~ std duxi1t3 en3intt.r11l~ phetse.. Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lc-ckl-SEPA.pdf 05/28103 EVALUATION FOR AGENCY USE ONLY Page 18 of 19 • • C. Signature The above answers are true and complete to the best of my knowledge. understand that the lead agency is relying on them to make its decision. Signature: ___ \'"-'-v-11::J..".r-"--"GUa..,..t/l-;""~J.41.b'--,· ~'-'-f!7..:.:.,z/J~i ·_e;; ___ _ Date submitted: ____ z-+-/ z_._3-1/..::.()c..:5"=---·----------- 1 7 Check out the DDES Web site at www.metrokc.gov/ddes SEPA Checklist lcxkl-SEPA.pdf 05128/03 Page 19 of 19 r . !, I. TASK1 II. TASK 2 Ill. TASK 3 IV. TASK4 V. TASK5 APPENDIX • • TABLE OF CONTENTS STUDY AREA DEFINITION AND MAPS RESOURCE REVIEW FIELD INSPECTION DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS MITIGATION OF EXISTING OR POTENTIAL PROBLEMS THRESHOLD ASSESSMENT • • TASK1 STUDY AREA DEFINITION AND MAPS • • TASK1 STUDY AREA DEFINITION This project is located at 11328 SE 192nd St. in Renton, Washington. The property is approximately .51 acres. The property will be divided into four residential lots. Lot 1 and lot 4 will gain access from a proposed private access tract off of SE 192"d St. Lot 2 and 3 will gain access from a proposed joint use driveway, also off of SE 192"d St. The property has an existing single family residence and a garage. The remainder of the property is mostly grass with a gravel driveway and some trees and shrubs. The existing site drainage sheet flows from the north to the south. No significant amounts of upstream flow enter the site. MAPS A vicinity map, sensitive areas map, aerial/topo map, and offsite drainage map can be found in the proceeding pages. • • Vicinity Map ~t ~ or Map Output ragt: 1 u1 1 • • (i} King County llmmll lllEll!ml Ai441A4¥ Comments' Wi¥ii4,M 1!16~5'!if/i.i ·----~ I iMAP -Sensitive Areas tall themes) / / / \\ \ ' \ 156:J!,150200 1M5950180 10aoto,9a I / / -' t----·-\._ I l __ ,_.,.,.~-~/·'.,..,:"' ----·-·-~-·""----------------.J·------"''::"::':.:~5::'='':::65:..... __ _ 322'3!'.JG5556 -----------------..iS~eE..1.!l2N!L_S.._,,T _________________ • + --···-----· fC) 20m ia.e eo. -1¥ 0 .... . .... · ·· · · 0.01-5ml ~ fr Legend Selec;led Parcels Cl.n~ l Lands.Ide Hazard Drainage Area 1-• County Boundary ,, i.J;ic,;n.!ifo:I E ilnir&:ql Streets 0 Lakes and Large River.i II H~·d ~ 11,g'"rNIIp' /\,/ Stmams A,-~i.it. ~ Fbodway '; r;.JX.3 IIZl 100 Year Floodplain CJ Parcels Im SAO 'Wetland j'/ Fis,h and Ditch ~ SAO LandslkJe SAO Stream lffl SAO Coal Mine '; Crat.~ 1 ~ SAO Seismic C:!.i~ 2 ~O'T"f4 ~?r;r SAO Erosbn j'/ Ct.:122S:im0"1ci 1 ne lnformaUon included on this map has been compiled by King County staff from a variety of sources and Is subject to change v.nthout notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indlrect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on +.is mao is orohibited ex cent .... written ftArmlsslon of IClftft Countv. King County 1 GIS Center t News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://wwwS.metrokc.gov/ servl et/ com. esri. esrimap.Esrimap? ServiceN ame=overview&Clie... 9/15/2004 Address Imagery View Search TerraServer __ · . ____ j (@ ·· Navigate View: : Urban Areas 1 meter res al ution 1111111111111111 Map Size: · Large /fl . ·-. ··--·-· -·--.-•.. ·"·· .,:_--:_ 'L .• - -· Advanced Find 1 Famous Places ,. Web services -About Related Links: Other Imagery: :IUSGS Aerial Photo 10 Jul 1990 Partners: afff-=n· Waterproof Map , Cli CkWea,ther .com 0 Click to get -~,1 Weather Forecast §'+»J M:ips fer this point _ ' 1-~ow~<~~ b,Y, ,.O···· .. I · <. _ INFOV.:ather House and Home: ID Schools, Crime and Demographics for 98031 G:I Schools, Crime and Demographics for 98055 ml Schools, Crime and Demographics for 98058 World File: GIS World Coordinates Yage 1 or~ • • Advanced Find I Home Advanced ,-Address Search ,-11328 SE 192nd St, Renton, WA 98055 • 11328 SE 192nd St, Renton, WA 98055 June i: Image courtesy of the U.S. Geological Source=301205 Center=(-122.1898,47.4303) Oms Running Time http://terraserver.microsoft.com/addressimage.aspx?t=l&s= 1O&Lon=-122.190171 SO&Lat... 9/15/2004 Map Output rage 1 or 1 • • ® King County llm.mlll lB!:'llll 414hi34-W co'mments W#¥ti3,M Tumber 0 --· ~ Legend Selected Parcels SAO Stream 1 -· County Boundary 1 Ct=!.'1 Streets Cl.n."li 2 Ou·u'l·r".i: 1 ~/ Streams ~ Topo Contours {Sri) ~ ,1:g'l'.w.:ri· ,N' C~l' 2 Saman"d N•,:.ri.:1·1,, ,N Ct;:i:.i:;3 // !.o:;;s 'J:ld.:r.dfod D Paree ts D Lakes and Large Rivers he information Included on this map has been complied by King County staff from a variety of sources and Is subjed to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such nformatlon. King County shall not be liable for any general, special, indirect, Incidental, or consequential damages including, but not limited to, st revenues or loat profits resulting from the use or misuse of the Information contained on this map. Any sale of this map or Information on is ma ls ohlbtted axoe 'M"itten rmlsslon of Kl Coun . King County I GIS Center I ~ I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://wwwS.metrokc.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&Clie ... 9/15/2004 ~-.' .;..:-. l, f. \ .r \ j~ 'j \ .. J _, • ~ ., i ':. ,.. ' -~·· _.'4,i· •... <;7 > , . .,. ----·-._ ~;. -" .. :l; ; J* !) .¥J ' . "" ~, i'-.,..,,,.· :,. ;~ ;"I' .. ~ .i,.,o_;,: • # .. ,,. "'t··.,, - :•·t . • ·~ ' ,..., ... ;".\; ·., .. ~ •!': ~~ k .. -,. } :1 ~-;,I •. 11q,g± ~ I I I I I 37 I I~ 13\ 119.0S 7:. · j (I) [~_J ___ ili'l \OS.O_l ~~r~1~ TRACT 0 ' -. I I I !!! I~ .TR._E) 162.l.l 157.32 ~s\3a\~1 ~ !o 65 36~ 1l ' '---' 1 ' 1' ( ..,,----, \ \ .,. -,.. U~v < '\J' , + I I ) \ ) ' IS' \I < . ' ' \ t\ ' .... ..., rJ , \\ r \,.;,=:..I ' ,, ~J \ ___ J "---· -------------------------'----- . I \60 I 300.05 • c:o \2616 Wat}~ Dist. ~-,;ss ~ '-' ~1 Nr9; l :9Au ;:i J.32.Ac. '!!: / I I I J'OWE hr'\ ,... 11 •I ® \~,_) \ Cd\ ""-1. ~ ~ '-' "' i= j,eeo~ ,oo 131.3'2. "'36 = -33 ~- 1?9.4Q. 32 ij 106.(.5 S!l t!j1§1.08Ac. <!! @) €J, 1'9.56 __ ..: ~ [b[t]~[ 9 /-:=S.E:-189TH: LN-:::: ,,- P,z, :i ,.i;;i I ~ 1 OJ ~'tlJ 18 '1 ~ -J 1 ,,,;il Young's ~oke lf 1 ! LJ Housing ts w Er ~ ,,B 19, King Cty. ~ 1'3 " ~!8E1 Housing Authority ,, n~ I I tl\ 9 11 :::::: I' :( ,,. ~~ ~ ,,-::=:S.E.-190TH_LN v 1.95Ac. dJ rn ITJ [ ® ~ ,,-:--=-::...~ I I l('I .. , H ·r;n~l .,,,_. , , ::::::. I: I ~ ATLAS OF SEATTLE • • TASK 2 RESOURCE REVIEW • TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies The property is located inside the Soos Creek Basin Plan. Basin Reconnaissance Summary Reports: No known reports are known to exist. Critical Drainage Area Maps: • The site is not known to be 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 (see sensitive areas map under Task 1 ). DNR Drainage Problems Maps: Not applicable. Road Drainage Problems: Not applicable. King County Soils Survey: Soils on this site consist of Arents, Alderwood material, 0 to 6 percent slope (AmB). Wetlands Inventory Maps: There are no wetlands located on or near the site. Migrating River Studies: Not applicable. Drainage Complaints: The somewhat relevant complaint in the area is 1997-1325 (Type 1) This problem appears to have been fixed with the installation of an 18" cmp pipe, which runs to the stream, which runs into the adjacent wetland. SEP . 23 . 2004 ' ~J co·b~ r~Rw A TE:8 AND LAND .l{]i;SOURCK.'S .l}J VJISlUif<CJ. ,ff;' DJU&GE 'INVESTIGATION REP.T C 8 Page 1: INVBSTIOATION REQUEST Type 6 PROBLEM: -,/. &.g;i;;1VEoav: Pr-,,,,/].. Date; 9«0/97 OK'dby: D&M' frLENo, q7 -l;:32..§ ~.L 7 J Received from: ./ y-7..1? , · (Day) <253> r ' {lw&)-1.,?04,l NAME: IZ,r.,,tv w~ PHONE &r«~ /./12? ,2a-z;1o2s ADOF,Ess:i7iom-;.s.e, lfll@ Sr _Cit)' ~:) State Zip .1&5 ?i' Location of problem, if different: lt.r1a1 ~1--~ Plat name: Y,t,,.~+w,r' W<.L.-{b-,Arl"'~ Other agencies involved: LotNo: It, Block No: No field investigation required. __ (ioitials) s T R Parcel No. &~ 2-.34-Q -DJ lQ ( Kroll (RlJ1 e· Th.Bros: New. i.v: ?i:; DZ., Old 4/ r.5 Council Dlstrict·j_ Cbarge No .. ______ _ Basin f?L/';:: ·~--......... ~ ............ , ... ••••••-••••'"''"" .. """'""''''' ......................................................... ,., ............................. N •• , .................. ,,o•H0 .. 0 .. 00HO•,O•O•"''"'"'"''""'""'""'"' .. _"'""'-·"""V'•N""·"'"' ... '"""'-·- RJ!SPONSE: Citi:z:en notified on by: _ phone _ _:_._ letter -,--in person C~1I..Q 1>...(.l~ .. n.wt ,~ ~ i.J. ,J ~ · 1: i"l+-'Q,t f...,,., v!'"' +"f.J.. ,..y;t .,,,. -+'u+ ..,._ c.vo. e/uc.s'!l k.._ µ/._ q,,.J, I../+. "'1 f~ ~ ,.£ SN.-..,,.,di. I/lit., C,~ ,vy,.1...,.,/.i ... , •Moil"", tff, r ~·i ,..J q,,+. .. ,.5.,,116<>. {4r~1,1) 2-11-c, o: u+:-l);q!t-1,,... DISPOSITION; Tu.med to K on 1:1.; / I 'l?by~: No f1.ll.'1:her action recommended beoause: __ Lead agency has been notified: _______________________ _ _ Problem ha& been corrected. _ No problem has been identified. -'---Prior investigation addresses problem: SEE FILI# ---· _ Private problem -NDAP will not consider because: __ Water miginates onsitc and/or on neighboring parcel. . ____ Location i~ outside WLRD Sei:vice Area. __ Other (Speei~f ~ DATE c1osED: _ ·~1ri' / By: IL~-· . · D~ t;~ SEP . 23 . 200~ 8: 59AM KC WLRD MD. 317 P.~/'= . ----, .:_..-...._all!,-• ---------· ~ To,TmyUd"""' * ··~"""" From: Larey Gettle Senior F..ngiM<r Superv!or Div 4 Pepaftmant of NalUrll A11awrww Water and Loud ltesour<o• D1"1Blon Roads-Rentqn 9A Watal' end Lind F\HGJJNM D1Y1•lon Local D,1unaec Sa-vices Ullit Mail Stop G~2 SUBJECT.: COMPLAJNT 97'"13.25 W~b~j. '. I ·" /··i·:·_.-,'·: q •·. ' , ' . 'l', '' ;.~,--, .. ,', ., . -'. . DATE 8/30/97 l\1ESSAGE: · ll'c1TIALS PJS As a result of Mr. Webb's complaint we inspected the catch basin on the South side of S 192"4 St. at 10859. The basin is in the bru~h and about 30 feet from the road. A spring has eroded the diit and crea,ed a hole next to the basiri. The old brick basin is failing as a result. CO\ila you take a look e.t the problem and determine if the roads responsibility to maintain the pipes and basin. The basin is very near the right of way line and tnay be on private property, however it does convey water from the road drainage system. If you feel that it would be up to the property owner to maintain tbe basin we will look at the problem under the NDA program for possible assistance. If it is yours let me know. 7i .f SIGNED -:2_ (--Ji?/ REPLY C/1.....4..J ~ Jc -11z:;l1t.l:.':ll:I: .e·c -.1!.~U'f. ~..pk·~~ -~a-.-! .... IZ ea If}. '.,J ~ !"1 I a:..,;t: ~ ' ,, t """' d 1:1# 9ffe«rrrt fl t:-:t: .. ~ z.L.. Aza.::¢4 C ft : g.,,,.. ( S P,p d. I ..Q, d ,. ; --,. ~ A. ~! !!i ICtd lit: ~ i~~~ ~..,L,.~1 f'.a~rS:~ ~ --2" .... -.,,, , . A . '_ . --~ ~-11G z;:: ~ &,., U.~ --, , ·-·--. {) ' fi -· . ,, " . . *" -. • .. -J ~.tJ?. -,~ .l ..... . -.~ ; , ' • A, . ' ' . " l', · . ---n '· f ,,., '' ,.,#' .. ,,/ . . , . -~ "' I ' , - ' . ., 1-sJ.~~. '::;;;:~ .:el:. 2......:.u ... 1 ~i£ 'l!l=~y;:;:::; ,, • .::R""l!:::1 ~ t!U,l'M ~---~ a:.~. .f1Jk~•.e-~ ' ~-~':...!£ Jrck,l1n1& J..'?< •JBo '! ----~ .. -- -. ---·-·- - SIGNED (J-c./1 .)i;~~-J 1M1 SEP.23.2004 8:53AM l(C L~l.RD :,0.:317 P.5/'3 ........--· .. • • ------··--·-------------..... Co111plaint97·1325 Webb fuvestlgated by Pat Simmons 09/22/97 I went to site 1111d talked to Ms. Webb about the problem with a catch bilSitl In her y~rd that connects a oroi.s culYert and road drainage pipe to a pipe that convey, the watllf to. a ditcll in the South part of her parcel This is a bride catch basin that probably build wlleu SE 192.i Street was paved in the 60'1 ,md ha.• worked for many )'ear, The problem appears to be that a spring has developed about 4 to 5 feet down and has eroded dle soil from IU'Olllld the catch bosln for a number of yelll'S and recently the ground on 1ho swfa.e oollepsed creating a hole about 2 feet acros~ and 2 feet wi~ and 4 to S tcet deop. The day I was on site water wos runnl11g from tho sp1•i11g into tho C11ti:h basin. The catch basin is approximately 30 feet from die center oflhe toad and is well h.iddon in the trees and . Oilier hmdsc;ipillg of the yard. I told her that Ro.,ds may be ablo to help with thl& pr_oble,o as both pipes are from mad dnillage. l also ,ta!t!d that maybe the catch b.uin WOI installed by tho builder of the house' 81\d if that was the case $he may be mponslble foithe ropair. Road Ditt.b 18". CM!' Pipe J. Collasped Area .--- Webb l08S9 SE 192" St. On.vol Drivcwll)' 18" Concrete Pipe SEP . 23. 200,J 9 : 00AM KC WLRD llll!:IG!ltl011.1100D DRAtnA~B ASSISTll)!CD ~ROG!U\H CQ1'!PLAilu.Jrl' IIVALUAT:COJf ldl!MO DATI!, ~snuary 8, 1998 TO: ,FILE FROM: JliFF JACOBSON RB: ENGINEERINQ 'll:VAI.UATION !'OR COMPLAINT 11'0, 97-1325; Web:O COMPW\I'N'l' ClnONOLOGY 1 ORIGlNAL, F!J;:LD :tNV: FIELP EVAI.: OLD FII.J!IS: . 9/10/97 ~/22/97. 01/07/97 N/A N0.317 P.7/9 '!'he complainant, liven in a s,ingle• family residence along Sli: l.92ni! Street. An old briok oateh basin site in the northeaat corner of the ooniplainant•s yard. The catch basin conveys flow from the north and west to the south. A 4-foot plus siru<hcle has formed along the southern end of tbe catch basin. It appears a spring has developed in this area causing the area to erode away, I did not ae~ any stn1atUl:'al· problem to che catch basin despite its age and eiroumstance. 11':tlll):INGS: The p:rcblem c1c,,a not meet all of the NDAP prc,j ec:t criteria liated below, therefore, it does not qual.ify for assistance u;,der the NDA pro!)'ram. • The problem site is within the DNR service area and does not involve a King County (KC) oode violation. • Th9 problem site shows evidence of or re.ported localized flooding, erosion and/or sedimentation within the off.road drainage system on private residential and/or commercial property due t:o later upstream developTl',ent. • Tbe problem i~ not caused by surface water from more than on9 adjoining property, S0Il..S: ./\Ooording to the KC soils map, the site is located in the following soil association, ALDERWOOO ASSOCIATION: Moderately well drained unllulating to hilly soils tr.at have danae, very slowly permeable glacial till at a depth of 20 to 40 in.ciios I on uplands ancl. terrac:~s. SEP.23.2004 9:00AM KC WLRD N0.317 P.8/9 • • --"-········-------·-·--:--_....;.-_..,.., ____ _ OPTJ:O>tS ANP DUC'CfSSION: l, Fill in th• sinkhole with a combination of 8-inch plus rock and gravel overlaid with fil1:er fabric, 11pproxima.tely :a-cub;io yarda of material will be needed to fill in'the hole. 2. Replace the brick catch basin with a new type-I catch baein. Provida e Gora-inch inlet for the spring. Ulli'A.CT SCO!UI = 30 Option number 1 is the rnoit coet effective solution to the aforementioned drainage problem;' however, the prohlem does not meet the criteria established. for acceptance into the NllA program. The file was clo5ed ae a private problem. ~RIORlTY SCOIUI •.N/A. 2 .,. ·:: I N0.287 P.217-· SEP . 22 . ~004 11:01AM KC i•ILRD • • Kina County Water and land BD80lll'll88 Dlvlian · ora1111111e Servraaa SlllltlOII . Comp181nt S88l'OII Prinl8a : 9/l2/2004 7:35:20 AM --TYPB lYPB of Prablam W'8sa of Pl'olll8m C1!1111811ts fbrllSPaua fllllnb8r Code 1975-0076 C FLOG RDWY/FLC'D/112TH AV!; SE/SE 186THST 586E2 1975°0078 C DRNG 19845 101:iTHAVE SE 68803 1976-0026 C DRNG 19405 104THAVE Se Sc:PTIC :>RAIN FIELD CONCERNS 68603 1976°0030 C DRNG SUMM/ TP/T @ 11011 SE 192ND ST 66602 1976-0033 C DRNG 11011 SE 192ND ST BLKD STORM WATER DRAINWY/SUMM/i 68602 1976-0029 C DRNO 20205 1081"HAVE SE 686E3 1979-0047 C 11403 SE 204TH ST SOIL BULLDOZED/PANTHER lK AREA 6861:2 1980-0078 C •LOG 20204 106TH,AVESE"•· ,, 686D3 1QS1-0094 C FLDG 10404. se 194TH PL INADEQUATE RD DRNO 6S6DS 1981-0096 C FLOG 1mi3e se 190TH ST . YARD 68602 . 1982-0208 C FLOO 11220 SE 189TH E~QS.ION 68602 '1963-0190 C FLOG 20004 106TH AVE SE. llASEME!Nr 686D3 1983-0194 C DRNG 108TH AVE SE 6861'!3 1983-0199 C 1Cla60 SE 198TH FILLING & GRADING 6661:3 1 S84-00lil4 C FLOG 18814 110TH CT SE 688D2 19S4-0095 C FLOG 20204 106THAVE SE 88GE3 1986°0827 C VIOLATE 10300 se 192ND ST TOD.I.S. 586D2 1985·11C2 E VIOi.ATE 19235 107THAVE se DIS RESP. FOR ENF. 68603 1985-1111 C FLOG 11325 SE 176TH s:T'. FM NEIGHBOR 68602 1986-1010 C PLAT 18700 102NDAVE se WIDEN SHORTPL.C.T/102NDAVE SE! 688D2 1986-1166 C FLOG 11202 SE 186TH.ST s:rORM OVERFLOW 6861:2 1S8G-118S C FLOG 11202 Se 1ssTH sr SEE: B8-116S BRYANT, BILL 68Be2 1986-1190 C FLOG 11001 SE 1S6THST BASEMENT GE:TTING WATER 6BB52 1987-0314 C FLDG 10028 SE 190TH ST ROAD CULVERT DISCHARGI; ON PROPER saaD2 1967-0334 C ORNG 11202 SE 186TH ST CU WERTS BLOCKED ee-1166, 1185 6B6E2 1987-0342 C RID 10500 SE 166TH ST FACILITY NOT FUNCTIONING 68602 1887--0471 C FLOG 11202 SE 196TH ST SPRING GLEN 88-1166,1186 6B6E2 1987-0545 C DRNG 18627 109TH AVE SE INADEQUATE SYSTEM 6BBE2 1967-0752 C DRNG 16616 102ND AVE SE! DEBRI-EASEM!' BT:18806-18816102ND AV 6BS02 1987.075:2 ER DEBRIS 18816 102ND AVE SE AREA HAS SEEN CLEANED 6S6D2 1987-0864 C DRNCl 19216 102ND AVI: SE DOWNSPOUTS NOT CONNECTED/NO DRY 56603 1987-0963 C DRNG 19218 103RD AVE Sil INFILTRATION SYSTEM NOT INSTALL!::0 68803 1987-1027 C ORNG 18826 102ND.AVE SE R/S DITCH & CULVERT INSTALLED 6B602 1987-1145 C FLOG 18850 103RD CT SE . PIPE TO HIGH POR POND 68602 1eaa-orns C FLOG 19030 102ND AVE SE SPRINGBROOK AREA 686D2 1988-0193 ER 19030 102NOAVE OH/TO 6ALD FOR INFO. 06/13/88 6S602 1988-0220 C FLDG 18862 103RD CT se RIO PONO IS FLOODING PROPER1Y 68602 Page 1 of n N0.287 P,3/7 SEP. 22. 2004. i 1 :02AM KC WLRD • • •m11t lypa TYPa or PrulJlam Alldl'8B8 or Prolll8lD e,Rmmtl 11IPoa Pallll llil1lbm' lm!O 198S.0324 X ORNG 1921il 102NOAVE SE @ PARKRIOGE !:AST-SURFACE WTR ORN 88603 1988-0462 C ORNG 19621 104TH AVE 61: DITCH/ENCLOSING 68603 19SB-0694 C DRNG 19101 104TH PL SE NEIGHBORS WATER EROSION 68602 1989-0044 C EROSION 10308 SE 196TH ST DRNG PIPE 8-10FT FALL 68SD3 1989-0221 C DRNG 19120 104TH PL SE WATER OVER SIDEWALK aaeo2 1989-0221 EH CRNGISW (OS-PL T). 68602 1SS9-06~0 C DRNG 18631 111THF'L SE SAN DRNG ANO DAMAGE 686E2 19S9·0G63 C ESMT 19101 104TH PL se GRADING PERMITe!:1-0729,727 68602 1988-0672 C DRNG 18828 102NOAVE SE BLKD EASMT 68602 1989-0700 X DRNG 18631 111TH PL SE WATER ON SIDEWALK/89-0660 FRITON 666E2 1989-0727 C DRNG 19026 104Tr(PL Se WATER OVER FLOODED RID POND 89-~7 88602 1989-0729 C DRNG 19025 104TH.~L .. SE.,. (LLG DIT IN ESMT 6S602 1989·0729 E:R DRAINAGE 19025 104TH F'L se FLO CH~ ReQD. 68602 1989.0604 C DRNG 18860 102ND AVE SE NEWROAD fJLOCKINO DRAINAGE 688D2 1989-0B,4 ER DRAINAGE 18860 rn2t,JOAVE SE OVLMNT TO SOUTHICAUSll,JG PROBLEM 68602 1990-0076 C DRNG 11254 SE: 186TH ST PLUGGl:D CUL VERT/STORM 686E2 1990·0078 C DRNG 10404 SE 194TH PL STORM 686D3 1900·0078 NOA DRNG 10404 SE 1114TH PLACE: STOf{M !:VENT• LOW IMPACT 686D3 19S0·0141 C FLOG 18400 112TH AVE SE POND OVERFLOW/90-0149,23S,3721STOR S86E2 1990.0149 C FLOG 11202 SE 186TH ST RID POND OVERFLOW/ROBERTI STORM E 586E2 1990-0231 C DRNG 1842S 112THAVE SE RID POND OVERFLOW/S10RM 90-274,37 B86E2 1980-0235 C FLDG 11,02 SE 166TH ST WATER IN BASEMENT/STORM/90·141.149, 688E2 1990-0274 C FLOG 11022 SE 1841}/ PL RIO POND FLOODED/STORM 686E2 1000,0342 C FlDG 11202 SE 180TH .. ST RIO POND/ROBERT/ STORM EVENT 666E2 1990-0372 X ORNG 11202 SE 1861"H ST R/D·PONOS OVERFLOW9/90-141, 149,235,2 666E2 1990-0709 Cl FLOG 18504 112TH A~ SE Cl.#12959 SE5 CL#'l 3224 DUE DeCEMBE 6S8E2 19i10-0S84 C DRNG 18427 112TH AVE SE RID POND DRAINAGE/STORM G86E2 1900·0941 C PIPE 20080 104TH Pl SE sue STANDARD IN DITCH 686D3 1990·0841 E SSTOPIPE REI.EASE Ll:ITER PREPARED 68603 1990-0974 C ORNO 19246 '.OITH AVE: SE OE:BRIS IN DITCH 68602 1990-1061 CL FLOG 11202 $1: 186TH ST CL#1 $22,( SEE Cl.#12959 GARAGE FLOO 686E2 1990·1186 CL ~LOG 11044 SE 186TH ST MEMO/RUDDE:LLS STUDY TC PA. 686E2 1990-1212 C DITCH 11044 SE 1B6TH ST RD/SIDI; DrrCH·FiLLJSD--1100 686E2 1990-1212 E l'ILUDIT 11044 SE 188TH ST WILL START WORI< 09/20 CHK ON 09/30/9 6BSE2 .1990·1212 ER FILLIDIT 11044 SE 186TH ST RUDE:lLS STUDY 6S6E2 1990·1226 C DRNG 18615 107TH'-VE SE FLOODED 8ASEMENr/BAD FI.OADWAY 6BSE2 198()..1319 C C:F<NG 11044 SE 186TH ST Nl':AR HOUSE/BLOCKED DRAINAGE 68602 1990-1319 E:,R ClRNG 11044 SE 186TH SJ ORAINAGI: EASl:MENT 686D2 1990-1428 E ORNG 192ND SE 104TH PL SI: COMPLETED WORK IS ADEQUATE 68602 1$00-1428 El< DRNG 19200 104TH PL SE F'ENCES IN DRNG CHANNEL 68602 Faoe 2 ofe --~-----------f~U. C:c' r' !'"'.4/( SEP.22.200~ 11:0:'.AM KC WLRD • • -Cll!qJ!alnt : TwaofP-Adllrua of Prllblam' Canrllffllta. 11ll'lll J>aae NIJlllllrr 1990-1445 C DRNG 18427 112TH AVE SE Rm POND OVERFLOWING TO STUDY/91-1 6661:2 1990-1491 C DRNG 19000 104TH PL SE TO, PM&O FOR INFO 68602 1990-'1630 SR FLDC3 1S427 112lH AVE SE STORM EVENT 686E2 1990-1531 SR FLD13 18427 112TH AVE SE STORM EVENT NOT NDAP 586E2 1991-0150 C DRNG 16624 112THAVE se S8GE2 1991-0160 SR DRNG 18624 112THAVE SE NOTNDAP 6861':2 1981-0196 ,. v FLOG 18425 11211-t A VE S5 6S6E2 1991-0196 SR FLOG 18'425 112TH AV: SE NOT NOAP 686[;2, 1991-0253 C DRNG 11254 S: 186TH ST 6B6E2 1001-0320 C DRNG 10956 SE 192ND DRIVo:WAY PONDING 6B6D3 1091.033a C CLOG 11214 SF. 19ISTr/ ST L.EVEL OF PANTHER LAKE/STORM EVENT 6S6E3 1091-0333 SR ~LDG 11214 SE 1116TH ST STOFIM EVENT NOT NOAP 686ES 1991•043B S1 $PK.TO FINISH S1 3/4 • S2 TO '92 CON 58BE2 1991-0489 C FLOG 18425 112TH AVE SE RUDELLS STUOY 91•0438/POND FLOODIN 885D2 1981-0563 C EROSION 10300 SE 200rH ST SPRINGBROOK CRK; OVERFLOWS ~GD3 1991-0563 SR EROSION 10300 SE:' 200TH ST SPRINGBROOKCRK;PARKRIOGEEASTR/D: 6~60J 1991-0667 Cl DANG 18427 112TH AVE se SEE 91-0438 SE!: RUDOELLS 68Bl;i 1991-0779 C RIO POND 18851 '103RD CT Sc TRFDSWMFM 686D2 1991-0800 C PLG PIPE 1a627 110TH AVE SE OLD4" IN LINE 6S6D2 1991-0817 C FLOODING 18851 103RD CT St RID PONO BACKUP 68602 1 ss1-oa:; 1 C DAMAGECB 10001 110TH AVE SE CIEi BELOW GRADE 666E2 1991-0996 C FLOODING 11058 SE 186TH ST RUDOEL'S FIRST ADD STL'DY 686D2 1991-104$ C DRAINAGE 18860 102NDAV SE NEIGHBOR Fill.ED L01 6B602 I 9Sl'l • 1040 SR DRAINAGE 18860 102NDAV SE NOT NOAP-INFO ONLY 686D2 · 1991-1096 C /:LDG 11200 SE 186TH ST RUDDE~L POND OVERFLOW 686E2 ·1991.1120 LS FLOOOlr~G 19300 108TH AVE SE 886E3 1991-1132 C DRAINAGI: 19006 116TH AVE SE INFOTOPM&O 6S5E2 1991-1149 X FLDG RiD 11200 SE 1S4TH sr CCF# SWM-1031 RID POND CAPICITY 686E2 1991-1165 C DRAINAGE 11007 SE 100TH ST INFO TO BALD D!U./f'ARKING LOT EXPAN 6861:3 1992-0099 C DRAINAGE 10856 SE 18:?.ND 68802 1992-0099 PN DRAINAGe 10856 SE 192ND T0SN1 69802 1992-0099 SN'I DRAINAGE 10656 se 192ND 68602 1992-0217 C ORG/OEVL 2216 N 30TH ST, STla21 O CHINQUAPIN RIDGF.: 68602 1992-0459 C FILL 10S47 SE 196"rH ST PANTHER LAKE OUTLET 68603 1993·0603 C DRNG 27423 111THAVE ss CLOSE TO 93-0523 68803 1994-0010 C FLOODING 11007 se 1~STH ST PANTHER LK OUTLET -TO BE STUDIED 666D:', 1994-0010 NOA FLOODING 11007 SE 196TH ST PANTHER LK OUTLET· REFD TC BP 6861)3 1994-0010 R,~ FLOODINO 11007 Se 106TH ST PANTHER LK OUTLl:T ·TOBE STUDIED 688D:l 1994-0022 C DRNG 151406 106THAVE: SE 6B6CJ8 1994-0038 C PONDING . 11430 se 192ND ST POSS GRADINO/FIL~ll~G VIOLATION aaeE2 Paga 3 of 6 N0.28"r' P.5/1 SEP.22.2004 11 :03AI'. KC WLRD • • CtlMllalBt Type TYPB er Prolllalu Adf!rullS of Prflbl/q) --lbroa l'llD8 NlllWIII' Cmlo 1994-0117 X DRNG 11400 SE 188TH ST ... NO RESPONSE FM JS -NO REPLY NEC!;$ 68503 19B4-0498 C DITCH 19701 121ST AVF'. SI;: GRAVEL DUMPED IN ROADSIDE DITCH 686E3 19il4-0Ro8 wcic OUMPING 19914 106TH AVE SE PRUNING$ IN ROADSIDE DITCH 6S6D3 1995-0226 woe MUD FLOW SE 11l6TH & 118TH A SE Rl"DDES GRADING 6S6E3 1995·0343 WQC POLLUT/0 18929 111THPL SE SEPTIC OR Sl:WER? DRAINAGE?? G86D2 1995-0343 WQR POL.LUTIO 18929 111TH PL SE SEPTIC DISCHARGE TO STORM 68602 1995°0594 C DITCH 1!1803 121ST AVE Se REQUEST TO ENCLOSE RIS DITCH 6S6E3 1995-06,1 woe OIL• CB 19236 10STHAVE SE Ar>T COMPLEX WNEHICLE MAINT PR06 086D2 1995-0831 WOE WQDC 192a5 10BTHAVE SE APT COMPLEX WNEHICL.E MA/NT PROS C 686:>2 iS!l5·0974 C FLOODING 19701 121STAVI,; SE APPARENT OBSTRUCTION IN R/S DITCH B86E3 ',995-1067 C RUNOFF 10631 121/,TAVE SE EROSION FROM NEW SCHOOL CONST 6BeE3 1996-0137 C RI.IN OFF 10866 SE 192NO 1i,:. OFFSITE FLOW FROM UPSAS!N DEVELOP 68602 1996-0137 SN1 RUN OFF 108Sf.! oe 1swo sr ADJ DEV MAY H!:Li> REDUCE OFF-SliE FL 88602 1996-0243 C DRNG 19631 121ST AVE SE DOWNSTREAM IMPACT SCHOOl. DEVELO 686E3 1S9B-OS05 C DRNG 19400 120TH AVE SE DRAINOE FLOW QUESTION DEVELOP INF G88E2 1096-1154 C RIO POND 18648 111TI1PL SI: WET SACK YARD FOR FORESTED AREA 6ll8D2 1996-1233 C i'LDG 19910 11BTH AVE SE GROUNOWAT2R IMPACT TO PVT PROF' 6B6E3 1996·1564 C DRNG 18908 113TH WAY SE PRIVATE PRO?ERTY IMPACT TO PVT ORN 68Bi:2 1996-1613 C FLOG 19910 118TH AVE SE ROOF ORNS PLUGGED PVT PROS 68653 1096-2115 C DRNG 10856 SE 192ND ST NO VISIT CLOSE: TO S6-0137 68602 1997-0092 C Vi;GETATI 10810 SE 196TH ST PMT NEl':DED 2 CLR DTCH? CL K.ZIMMER 68603 1997-02i1 C Fl.1:K:l 11007 St! 196TH ST WETLAND PONDING LAKE OUTLET F.LEV 68603 1997-0749 C DRAINAGE 184?.2 106TH AVE SE GRADING ACTIVITY IMPACT PVr PROP ee6D3 1987-0860 C DRAINAGE 20248 106TH AV2 SE SATURATED SOIL MAYBE SEWER OR WA 68603 ~ 997-1083 C STRM D'lN 19606 106TH AVE SE SEWER \,!AINr ACTIVITY FENCE DAMAGE 68603 1897-1123 C GRADING 1B908 ·113THWAY SE />VT PROP IMMCT NO DRNG INSTALLED 6861::2 1997-1123 R GRADING 18908 113TH WAY SE PVT i>ROP IMPACT NO DRNG INSTALLED 68SE2 1997-1325 C CB 108S9 SE 192ND ST BRICK BUILT CS UNDERMINED BY SPRIN 686D;J 1997-1325 NOA CB 10859 SE 1e2No sr BRICK BUILT ce UNDERMII.JED BY SPRIN 686D2 -) 1997-1325 R ca 10059 SE 192ND ST BRICK l'!UIL T CB UNDl:RMINED BY SPRIN 68602 1997-1336 FCR MA/NT. 11128 SE 189TH PL NF.!/'/ FAC. MAINT NEEDS OWNERSHIP au 68602 1097-1550 C FLOODING 19631 121ST AVE SE PVT PROP IMPACTS UPBASIN 01:VELOPM 68SEJ 1Q87•1650 R FLOODING 19631 121STAVE SE PVT F'ROP IMPACTS UF'BASIN Di=VELOPM 6S6E3 1907-1550 61 FLOODING 18631 121ST AVE SE PVT PROF' IMPACTS UF'BAS/N DEVELOPM 686E3 1996-0019 C DRAINAGI:; 19016 116THAVE SE NE'N GRAVEL. RD POSSIBLE PV, PROP IM 68Sc2 1996··0058 C DRAINAGE 18820 116TH AVE SE $FR CONST IMPACTING ADJACENT PROP 686E2 19$8 .. 0123 C DRAJNAGc 10856 SE' 192NO ST OFFS/Tc FLOW IMi>ACrlNG PVT PROP 68602 1998-0215 C DRAINAGE '19605 106THAVE SE Bl:RM CONST ALLEG!;O IMPACT TO PVT P 686!13 1998-0898 R DRAINAGE 1G221 10811-IAVE SE Rl:QUEST TO REALIGN DRAINAGE CHANN 686D2 H/99-0306 C DRAINAGE 11618 SE 186TH ST ADJACENT PROP PAVE:D 2500 SQ FT S86S2 Pogo 4 of 6 N0.267 --P.6/ SE?.22.2004 t1 :03AM KC ',JLRD • • ~ : Type Of Prllblam AlklrOaa or Prublelll Calmlallt8 l1lrGa Pall8 Nlmlbur 1999-0$49 X FLOOD/NG 11007 se 186TH ST OLLIE BURTON PROBLEM 686D3 1999-0723 C ORA/NAGE 19620 106TH AVE SE ROAD DITCH PROBLeM 56603 1eee .. oe12 woe DUMPING 19238 107TH AVE SE REOU FOR INFO MCL NO DUMPING llJENT SOtiD2 2000-0523 FCR MMG 16631 100TH AVE SE FENCE AROUND RID PONO DAMAGEO AS 686D2 200~572 C DOM ACROS 19029 120TH AVE SE APPARENT FILLING OF R.OADSIDE DITCH. 686E2 2000-0572 R DOM ACROS 19029 120TH A VE SE APPARENT FILLING OF ROADSIDE orrcH. 686E2 2000,0660 C DDM 1oe10 SE 106TH ST REQUElST TO CLEAR OL/TLET CHANNEL F 686D3 ZOC0,0570 C DOM 10847 SE 196TH ST CONCERN REGARDING OUTL5T CHANNE 68603 2001-0181 C ODM 119TH AVE se & SE 196 GROUNDWATER DISCHARGE OVER SIDE 686E3 2001-0380 FCC MMG 12025 SE 196TH ST OFFS/Tl; FLOW ONTO PRIVATE PRO PERT GB6E3 2001--0360 NDA· MMG 12025 SE 188THST ClfFSITE FLOW ON1"0 PRIVATE PROPERT 6~6E3 2001-0360 R MMG 12025 SE 196TH ST ... l:lFF~ITE FLOW ONTO PRIVATE PROPERT 688E3 --, 2001-0547 WOP WOP 11010 SE 1921110 68602 2001-0565 WQA WQPD 19300 108THAVE se AUDIT COMPLETED DUE TO NE!l'I PERMIT 68602 2001-0707 C ODM 10621 SE 196TH ST STORM EVENT: FLOOOINO OF PROPERT 686D3 2001-0707 NDA· DDM 10621 SE 196TH ST STORM EVENT: FLOODING OF PROPl:RT 6B60J 2001-0707 R DOM 10621 SE 196TH ST STOfW eveNr: FLOODING OF PROPERT 68603 2001-0762 C DOM 11214 SE 196TH ST FLOODING OF PASTi.JRE AND PROPERTY. 58003 2001·0843 C DOM 19620 106TH AVE Se ALLEGED FLOODING OF DM/ AND YARD. 6B6D3 2002-0046 woe WQD W Of' 108TH AVE NE !Is DUMP/NG OF BOX SPRING IN"rO PANTHe 68602 2002-0093 Fl REM 19222 108TH AVE SE SWM#72 Rl:MEASURE COMPLETED. RSM 68BD2 2002-03-44 C DOM 18918 111THPLSS APPARENT DOWNSTREAM RESTRICT/ON 68602 2002-0344 RET DOM 1S919 111TH PLSE APPARENT DOWNSTREAM RESTRICTION 68602 2002-os,e F'CR MNM 18631 10STHAVE SE 2 SHOPPING CARTS THROWN INTO POND 68602 2002-0553 .. OTA 18013 114TH CT SE. CONCE:RN REGARD/NG POSSIBLE SLOU(l 66SE2 ~ 2002-osss FOR MNW. 16631 106THAVE SE REQUEST TO REMOVE: TANSY RAGWO~T 68f)D~ 2002-0560 FCR MNW 19250 117TH PL SE REauesr TO REMOVE TANSY RAGWOR: . 686Ei 2002-0713 FCR MNM 1S927 111TH Pl. Se TRACT B VEGETATION GROWTH RESTRIC 68602 2002·073!1 FCC MNM 1~235 100TH A'/E SE COMMEHCIAL RID FACILITY NOT FUCTION 6Be02 2003-0145 WQC WQD SE: 19N & 106TH AVE SE ALLF-Ge.O DUMPING INTO STORM. INVES 68602 2003-0230 G DCA 11455 SE 196TH ST APPARENT DIRT BERM CONSTRUCTION. 686E3 200.}-()230 R OCA 11465 SE 196TH ST APPARENT DIRT l'!ERM CONSTRUCTION. 666ES 2003-0295 FCC DOM 19200 106TH AVE SE COMPLAINT CONCERNS ACTIVE PERMIT 68S03 2003·0.SJM FOR MNW 19123 11~TH WAY SE 68602 2003-0728 Fl REM 10026 SE: 189TH ST 686D2 2003-0776 F' REM 19800 108TH AVE: SE REQUEST TO OETeRMINE IMPERVIOUS 6 686D3 2003-0847 C DOM 19230 1181'H AVE SE APPARENT OBSTRUCTION OF OFFSITE C 5B6E2 2003-0847 i~ DPM 18230 118THAVE SE APPARENT OBSTRUCTION OF OFF'SITE C 6B6E2 2003-0860 C OTA 18627 11011-1 PLSE A:E'PARENT OBSTRUCTION OF 4-INCH LOT B6G02 2003-0913 WOA WQAI SE 102N & 10STI-lAVESE 68502 -, NU, "l!'.'..tf( t-' • 'r' /"( SEP.22.2004 11:04AM KC WLRD • • ---CllQIIBfnt Ty1J8 Ty11D of Pl'IAJlam Ad!lreBs at Prolllmn · ClmlDl!llta lbl'oal'U Rambar Cods 2003-0973 \Vt";;A WOAI 19232 107TH AVE SE WQA i>!:R MCL REQUIREMENTS 686D2 2004-0277 CL INO 19422 108THAVE SE: CLAIM RELATED TO THE DAMAGI: OF REN 68603 2004•0297 FCR MMA 2n12? 106TH AVF. SE REFD TO DOES. L99P3019-MURPHEYS LA 63603 2004-0310 WQA WQAi 10625 SE 200TH ST 68603 -2004-0413 C DOM 1084S SE 192ND ST e-mail to ODES 68602 2004-0493 FCC OTA 18630 108TH AVE SF. Any legal restrictions on p~rking on eccos, to 80002 2004-0536 FCR MNM 19406 116TH AVE SE Bioswale filled In? Investigation &hows no blo 686E3 2004-0664 Fl REM 19400 108THAVE SE 68602 Page 6 of 8 • • TASK 3 FIELD INSPECTION • • TASK 3 FIELD INSPECTION A field inspection was conducted on September 15, 2003 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. There were no existing or potential problems observed. 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 were cool and cloudy. ------------- • • TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS • • TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project is located at 11328 SE 192nd St. Renton, Washington.The property is approximately .51 acres. The property will be divided into four residential lots. Lot 1 and lot 4 will gain access from a proposed private access tract off of SE 192nd St. Lot 2 and lot 3 will gain access from a proposed joint use driveway, also off of SE 192°d St. The property has an existing single family home and garage. The remainder of the property is covered with mostly grass with a few trees and shrubs, and a gravel driveway. The existing site drainage sheet flows from the north to the south. No significant amounts of upstream flow enter the site. Soils on this site consist of Arents, Alderwood material, 0 to 6 percent slope. (AmB) 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 1'4 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 maps. Basin: Soos Creek OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Subbasin Name: Subbasin Number: >syml>,c>E; .. \!)~i(lpgec . ' :.p.~Ji:!a~~·c : : s1qpe :Dist;ihg~ -· :'~tsting ._ ·: Ob~r:'{atiop~.offJ.e!d ~Ccim onenfJ ·. · '. . • ·com onent .-', ·· __ · ? • · fi'oiriisite,_ · /Problems'· ins" ctor".·resoufc':e,. ~""--'""""""""""' . Na'!i!l;\irii{sf fe!: · •·. ',~ois~i'>iiiin( · : · .· ··· --· . dist:11l'rge ·; : .. -, , :,: )/> -_• •.. ~ revir~~r;,'iitres\~erit/ lt\1:~·r)-\' ?~;¥1Jii11ft\~ /~~1:1~\~!~~ff7~;•.. ?rt:.~;i!?t····· . OEZfjf{(;!~~~~ ·~:'t~:~.~;~;::i~~4 A 10" PVC with catch Flows west along SE none none No problems observed B C D 98-4\inB04 basins I 19200 Street Flows into locked drainage structure Flows west along SE 19200 Street Flows across to the I Flows south and south side of SE 19200 St and into a 18" CMP pipe Stream 4' wide 3' deep dumps into a stream Flows south into wetland . Covered with blackberries, trees and grass 420' -893" I none none No problems observed 893' -1113' I none none No problems observed 1113'-1320' !none none No problems observed • • • TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS • • TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were no existing, or potential problems. 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 via driveway dispersion, and down spout dispersion trenches. 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 THRESHOLD ASSESSMENT • • THRESHOLD ASSESSMENT The below figures represent the impervious surface calculations for this project. Developed impervious: 4 new homes & driveways @ 2500 each New road, sidewalks & frontage improvements Total Removal of existing home Net Total 10,000 sf 2.647sf 12,647 sf -2500 sf 9867 sf Per Section 1.1.2, this project qualifies for Small site drainage review. PRELIMINARY CALCULATIONS • ® King County Department of Development and Environmental Services Land Use Servlcn Division 800 oakesdale Avenue Southwest Rerton, W&ahlngton ~1219 206-296-6600 TTY 206-296-7217 Subdivisi Density and Dimension Calculations Alternative formats available upon request (To be filled in by ODES) PRELIMINARY SUBDIVISION WORKSHEET RELATING TO DENSITY AND DIMENSIONS Several development regulations play a role in the creation of a subdivision within King County. Determining the allowable density, minimum density, and a lot width on a piece of property can be confusing. This worksheet will assist you in correctly applying specific portions of the code and will be used to determine if a proposed subdivision or short subdivision meets the density and dimensions provisions of the King County Zoning Code (Titie 21A). This worksheet is designed to assist applicants and does not replace compliance with adopted local, state and federal laws. Pre-application conferences are required prior to submittal of a subdivision or short subdivision. These conferences help to clarify issues and answer questions. They may save you both time and money by eliminating delays resulting from requests for additional Information and revisions. You may call 206-296-6600 to find out how to arrange for a pr&-appllcation conference. WorksheetPreparedBy: '.;pl"CL OuoOSiQ Date: Q/;>J/Q5 (Print Nsme) J Subdivision Name: 0ov:aav '$«:§b SbOVt Pia;\: Comprehensive Plan Land Use Designation: ..a.A,1,11,'\----------- Zonlng: Q ~ 9 · ,50 If more than one Comprehensive Plan Land Use designation or zone classlfication exists for the property, show the boundary between the land uses or zones and the area within each on the preliminary plat map. If a single lot is divided by a zone boundary, transferring denalty acroes zones on that lot may be permitted subject to the provisions of K.C.C. 21A.12.200. Please complete onlv the &Pellcable portions of this form I. Site Area CK.C,C, 21A.08.1172) aJsoue(K,C.C, 21A12.080); Site area (in square feet) is the gross horizontal area of the project site, less submerged lands as defined by KC.C. 21A.06.1265, and m areas which are required to be dedicated on the perimeter of a project site for the public rights-of-way. 05 square feet in submerged land (any land below the ordinary high , water mark-see K.C.C. 21A.06.825) + \ ,91,,l,P.Y: square feet in perimeter rights-of-way which will be required to be v · dedicated = 1, Blolp.?.Lj Total 00 ~©ldu 1~~'0' FEB 2 3 2005 /_0 Check out rhe DDES Web site el www.metrokc.gov/ddes ~1-subc»n.pdl 12/1""3 ltc;~ D.D.E.S. I\~· 1' ' Calculation: • • ;;)L/, I (pt) Gross horizontal area of the project site -I Blq/1.i,lll Total submerged lands and right&-of-way ;i:i ,.:l'/3 :f,, Site area in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 _...:•J5.._,IL---Site area In acres NOTE: When calculating the site area for parcels In the RA Zone, If the site area should result In a fraction of an acre, the following shall apply: Fractions of .50 or above shall be rounded up to the next whole number and fractions below .50 shall be rounded down. Example: If the site area In acres Is 19.5 acres (less the submerged land and less the area that Is required to be dedicated on the perimeter of a project slte for public right-of-way) the site area can be rounded up to 20 acres. No further rounding is allowed. (See K.C.C. 21A 12.080) II. Base Density (K.C.C. 21A.12,030 -.040 tabiesl; The base density Is determined by the zone designations(s) for the lot _...,a.,__ du/acre Ill. AUowabie pwemna Units and Rounding (K,c.c, 21A, 12.0101; The base number of dwalllng units Is calculated by mulUplylng the site area by the base density in dwelling units per acre (from K.C.C. 21A.12.030 -.040 tables) . • 51 site area In acres (see Section 1.) x _ _._?,..,_base density (see Section II) = '-I. D8 allowable dwelling units Except as noted below, when calculations result In a fraction, the fraction Is rounded to the nearest whole number as follows: A Fractions of .50 or above shall be rounded up; and B. Fractions below .50 shall be rounded down. NOTE: For parcels in the RA Zone, no rounding Is allowed when calculating the allowable number of dwelling units. For example, if the calculation of the number of dwelling units equaled 2.75, the result would be 2 dwelling units. Rounding up to 3 is not allowed. (See K.C.C. 21A. 12.070(E)). IV. Required On-site Recreation Space (K.C.C. 21A.14.180l; This section must be completed only if the proposal Is a residential development if more than four dwelling units In the UR and R zones, stand-alone townhouses In the NB zone on property designated Commercial Outside of Center If more than four units, or any mixed use development If more than four units. Recreation space must be computed by Check out lhe ODES Web a/teat www.metrokc.gov/ddes Subdivision o.naity and Olmtnslon Celculatlona l~~subden.pdf 12/10'03 Page 2ot8 • • • multiplying the r on space requirement per unit type by the proposed mber of such dwelling units (K.C.C. 2 . .180). Note: King County has the discr · to accept a fee In lieu of all or a portion of the A 14.185. an eight units per acre, and Residential subdivisions, townh ses and apartments developed at a density of eight units or less per acre must provl ecreational space es follows: \':5lt>O 390 square feet X proposed number of units • 15 [;fu @ Mobile home p shall provide recreational space as follows: 260 square et X ___ proposed number of units V. Net Bulldable Area (K.C.C. 21A.06.7971: This section Is used for computing minimum density and must be completed only If the site is located In the R-4 through R-48 zones and designated Urban by the King County Comprehensive Plan. The net bulldable area Is the site area (see Section I) less the following areas: • + • + + 0 0 ~-areas !'11111lll a p,ojecl site v.nlch ara required to be dedicated for publlc rlghlB-Of-way In exceaa of alxty (80') of width "'--aenaltlve area, and their buffore, to tho extent they are required by King County to remain undeveloped iZ) =-areas required tor above ground atorrnwatar eontrol faollltlas lndudlng, but not llmlted to, ratentlon/datantlon ponds, bioflltratkm swales and setbacks from such ponds and swales "'--araaa required by King county to be dedicated or reserved aa on•&tta recreation areae . ~ Deduct area within atormwater control fadllty If requesting recreation space credit ae allowed by K.C.C. 21A.14.180 (see Seetion 111) ® ..__ regional utility corrldoro, and <?J ~-other araa1, excluding eetback&, required by King County to remain undeveloped • 0 --Total reductions Calculation: :2;i-:;i.g33Cn site area In square feet (see Section1) Q1 Total reductions :»,0,-951,J(J'ot bulJdable area In square feet NOTE: convert &Ito area II equaro feet to actea by dividing by 43,580 .. ';> \ Net bulldable area In acres • • Check out the DDES Web Bite at www.mefrokc.gov/ddes Subdlvllk>n Oenalty and Dimension Calculation, 12/100:, • • • • • + • • • • • vr. Minimum Urban Resldentlal oeosltv <K,C,C, 21A.12,080>: The minimum density requirement applies only to the R-4 through R-48 zones. Minimum density is determined by multiplying the base density In dwelling unl1S per acre (see Section II) by the net buildable area of the site In acres (see Section V) end then multiplying the resulting product by the minimum density percentage from the K.C.C. 21A 12.030 table. The minimum density requirements may be phased or waived by King County In certain cases. (See K.C.C. 21A 12.060.) Also, the minimum density requirement does not apply to properties zoned R-4 located within the rural town of Fall City. (See K.C.C. 21A.12.030(B)12.) Calculation: .SI baH density In du/ac (see Sec:tlon II) X :ilib~ '1171, Net buUdabla area In ac:roa (sea Section VJ • X minimum density" set forth In K.C.C. 21A.12.030 or as adjusted In Section VII • minimum dWelling unltl required VII. Minimum Densttv Adlu•tments for Moderate SJopes (K,C,C, 21A.12,0SD; Residential developments In the R-4, R-6 and R-8 zones may modify the minimum density factor In KC.C. 21A.12.030 based on the weighted average slope of the bulldable area of the site (see Section V). To determine the weighted average ope, a topographic survey Is required to calculate the net bulldable area(s) within e h of the following slope Increments and then multiplying the number of square fe n each slope Increment by the median slope value of each slope Increment as foll ----sq. ft 0-5% slope Increment X 2.5% median elope value • ----sq. ft 5·10'6 slope Increment X 7.5% median 1lope value• + ----sq. ft 10-15% slope Increment X 12.5% median elope val + ----sq, It 15-20'61lope Increment X 17.5% median elope + ----sq. ft 20-25% elope lnc:ramont X 22.5% median elo + ____ aq. It 25-30'6 elope Increment X 27.5% median Bl + sq. ft 30-35% slope Increment X 32.5'6 media pa value... + ----sq. ft 35-40% slope Increment X 37 .5'W» me n slope value • -----+ ----Total square feet Total square feet In net btdldable area adjuated for slope Calculation: ----total square faet adjuete or slope dlvldad by total squere feet In net bulldablo area ____ weighted average slo of net bulldable area ----,C. (Note: multlply 100 to convert to percent -round up to nearest whole percent) Use the table below determine the minimum density factor. This density la substituted for the minimum d slty factor In KC.C. 21A.12.030 table when calculating the minimum density as aho In Section VI of this wcrksheet. Wei ted Average Slope of Net Bulldable Area s of Site: 0% -leaa than 5% 5% -leaa than 15% 15% -leaa than 40% Minimum Density Factor 85% 83%, less 1.5% each 1% of avera e alo in excess of 5% 68%, less 2.0% for each 1 % of avera e alo e In excesa of 15% Check out the DDES Web lllte at www.metrokc.gov/ddes Subdlvlalon Denaity and Dlmonalon Calculation• 12/10'03 Page 4 of6 + + + + + + + • • EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOfil MODERATE SLOPES: oq. ft 0-5% elope lnoremont X 2.5% median elope value • 10,000 sq. ft 5-10% slope lncrenwnt X 7.5% medlan alope value• 750 + 20,000 eq. ft 10-15% elope lncromantX 12.5% median elope value 2500 + sq. ft 15-20% elope lnoremont X 17.5% median elope + oq. ft 20-25% tlope Increment X 22.5% median e1o lue• + oq. ft 25-30% elope lnoremant X 27 .5% median pe value 9 + eq. ft 3().35% elope Increment X 32.5% n llope value 1111 + oq. ft. 35-40'!6 elope lnoremont X 37.5 Ian slope value 11 + 30,000 Total equtra feet 3250 Total oquore leot In net buUdable area adjusted for slope 3,250 Total oquora loot adjustad I lope divided by 30,000 Total oquare loot In not bulldable area • .108333 Weighted ave raga a of net bulk:labJe area • 11 % (Nola: multiply 00 to convert to percent -round up to nearest whole percent) Using the table a e, an 11% weighted average slope of net buildable area falls within the 5% --less the 5% range which has a minimum density factor of 83%, less 1.5% for each 1% of aver e slope In excess of 5%. Since 11% is 6% above 5%, multiply 6times 1.5 which w d equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of 74%. is replaces the minimum density factor in K.C.C. 21A.12.030 table. VIII. Maximum Dwelling Units Allowed IK.c,c. 21A.12.030 • .040!; This section should be completed only If the proposal Includes application of residential density incentives (K.C.C. 21A.34) or transfer of density rights (K.C.C. 21A.37). Maximum density is calculated by adding the bonus or transfer units authorized to the base uni1B calculated in Section Ill of this worksheet. The maximum density permitted through residential density Incentives is 150 percent of the base density (see Section II) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable uni1B. The maximum density permitted through transfer of density rights is 150 percent of the base density (see Section II) of the underlying zoning of the development. e boo density In dwelling units per acre soo (section 10 X 150% • \ ':). maximum density I?,, maximum dandy In dwelUng unlta per acre X -5 \ site area In acr•• • Ce, ) :,J maximum dwelling units allowed ullllzlng density Incentives (K.C.C. 21A.34) 'o base density In dwelling units per ocro (ooo Boc:tlon 10 X 200% • \ (e moxlmum density \ (c maximum denstty In ctwelllng units per acre X .CS\ site area In acres• ~,\ ~ maximum dwelling unftl aUowed uUllzlng density lncenttvu wfth 100 percent affordabte units (K.C.C~1A. ) B boso density In dwelling units per aoro (soo Boc:tlon 10 X 150% • \ ';;>. moxlmum density J?n maximum den&Jty In dwelling units per acre X .fl \ site area In acres • ( p , \'¢, mox mum dwelling units allowod utilzlng density tranolera (K.C.C. 21A.37) Calculation: L\. 0 f!, boso aUowable dwelling units calculalBd In 8ocllon Ill + ~ bonus units authorized by K.C.C. 21A.34 + transfer unlta authortzed by K.C.C. 21A.37 • total dwaUlng unb (cannot exceed maxln'Llm calculated above) Cheok out the ODES Web site et www.metrokc.gov/ddes lo-c:al-subdon.pdt 12/1Cl/OS Pa;95of6 ! • • IX. Minimum Lot Area For Construction (K,C,C, 21A.12,100): Except as provided for nonconformances In K.C.C. 21A.32: A In the UR and R zones, no construction shall be permitted on a lot that contains an area of less than 2,500 square feet or that does not comply with the applicable minimum lot width, except for townhouse developments, zero- lot-llne subdivisions, or lots created prior to February 2, 1995, In a recorded subdivision or short subdivision which complied with appllcsble laws, and; B. In the A, F, or RA Zones: 1. Construction shall not be permitted on a lot containing less than 5,000 square feet; and 2. Construction shall be llmlted to one dwelling unit and residential accessory uses for lots containing greater than 5,000 square feet, but less than 12,500 square feet. (KC.C. 21A. 12.100) x. Lot Width (K.c,c. 21A,12,QIIO(Bn; Lot widths shall be measured by scsllng a circle of the applicsble diameter within the boundaries of the lot as shown below, provided than an access easement shall not be included within the circle. (See K.C.C. 21A.12.050). ·-· ·-·-·-·-·-·-·-·-·-· ·-·-·-·-·-·J Check out Ole ODES Web site at www.metrokc.gov/ddes 12/1""3 ·1· ... " . ! 'r. .,.,i' '. ·, ·~ ;: ,.h!.::."i.':/:,.•,:~~-.. ; ..... : .• .. ·, . ,: . · Crantel'NorthW~;t,litci ; .. ···.<. ·.· .· · ·• ·Sui;veyors ~Planners •En'gin~ers : '.' ·' ·.,' .; . '; '.· :1': .··' f.1·' / ... ~;. '·,'',,\, :. ' ·•,: '. '~. "~,.,;·,' ·\ .::"'.' /'.,;,: ,. ~:.. . ~-- . \ KUl.i.DIP'TUMBERSHORt:PfAT ,·· .>:1132s,se:~192"~-·st·.'Renton····;:·. KING c:ouN'n(WASHiNGi:bN•-• . /<"· .. ,··_·/,: ',:.! .~.--:~> / ?' :· ;;~.:'.i ': ·:::>:: ... ·~ ~::· FOR , ', A '"•\{::, . ·,( '"/,, . . Mayi~3;\2QOS:· ( //< ··~::,,.·:·.i:\·~;>:f{:/'\/: ..... : ·: ... ,." .. /: _;~ ~'.cl: •C:NJ!'JOB';NQ: 20Q.i .. t~9·: ·-·~ \ . ' ··;Prepafed t>y',~u~b~(i~J~Jiiii, t,:;,;' . . ·•¢hei::~~d<by:La'rryi~/Kr~•ge'r;f>;$,'. ;:__ ',~ 1_ .• · . .:·:' .•. ·. 'j. . . •.:/: ~:; . ... '{~~i;~i1~:t·f'{il 1e:e1.~r:;:f rrr~t;i~rit~\;J(\t::};:: .-Www·;cranlernw.com'.·.··~ · ·,.E.:ma·il:·Chi@cram·erh\'v.cOm'~ · ' ' ::,·~}.{v,,:~:.·!,·.·,,::.,,::/'-< ·._,•., ~,,'·]·",<,.• './. ,, J··· J •j , r · . .-;·,' '\'.~· .. ::;·: ·.-'/~::: ... :.;;~: .. o:::'.:/::'· \·;_:: ~-. ·-- I. TASK1 II. TASK 2 Ill. TASK 3 IV. TASK4 V. TASK 5 APPENDIX • • TABLE OF CONTENTS STUDY AREA DEFINITION AND MAPS RESOURCE REVIEW FIELD INSPECTION DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS MITIGATION OF EXISTING OR POTENTIAL PROBLEMS THRESHOLD ASSESSMENT • • TASK1 STUDY AREA DEFINITION AND MAPS • • TASK 1 STUDY AREA DEFINITION This project is located at 11328 SE 192"d St. in Renton, Washington. The property is approximately .51 acres. The property will be divided into four residential lots. These lots will gain access from a proposed private access tract off of SE 192"d St. The property has an existing single family residence and a garage. The remainder of the property is mostly grass with a gravel driveway and some trees and shrubs. The existing site drainage sheet flows from the north to the south. No significant amounts of upstream flow enter the site. MAPS A vicinity map, sensitive areas map, aerial/topo map, and offsite drainage map can be found in the proceeding pages. • • Vicinity Map M>P by Map, or. u, (A) W19e,..f-200.f u tAtlU N,Am,1 swlfchboard. Un ,ubJtct to LICENSE Map Output • re1gc 1 u1 1 • @) King County 11 Hom'e' ', W:t4§14tl Ki§Zt#-1 Comments W1¥i#9# iMAP -Sensitive Areas (all themes) 15659,'~'/l' ;---------,./ \\ 1SS5950150 ,,/'./ •----~----/ 156595"160 1565950110 \~659!1)200 I i-1 _..../_//-/-------..J..-.-·-------~----\__,,\ _ __. . j I I ,565951030 J2l30'93>U 322r5r·· I ,_ I I_ 1565'150160 ) I -----'~--------···----------------tt-:----,-S-GS-.,9S_5_5-55_,_J ___ ,_I_, ---------1 32230S5S55 -------------------------~!U.(12N[tST ~--------------1 + --··~-·.,-· fC) 211m '°"' C.11 •tr liil Selected Parcels '-· county Boundary Streeti. 1 tlig)'rNa"~ A-~·i;:f'(. :'\' l_o::~ 0 Parcels j'/ Fis-h and Ditc.h . SAO Slmam 't C!~-..1 Cr$$ 2 Putuw~.it j'/ Ci.$ 2&tffl1U'ld . -··· ,N .. D ;/ f2Zl [ZI Im] ~ lffll ~ g}{~ fJ:52205655:5 Legend Cl$.~ l \Jt~iad Lakes and taige Rivera Streams FIOadway 100 Year Floodplain SAO wetland SAO land•rde SAO Coat Mine SAO Selsmic SAOEl<lsion Landslide Hazard Drainage Area II o .. ,,..,, . """'· 1 ne information included on this map has been compiled by King County staff from a variety of sources and Is subject to change 'Mthout notice. King County makes no representations or warranties, express or lmplled, as, to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, Indirect, Incidental, or consequential damages Including, but not limited to, IOst revenues or lost profits resulting from tho use or misuse of the Information contained on this map. Any sale of this map or Information on this maD ts Drohibitad axceot hv written oermlsslon of Kina Countv. Kmg County I GIS Center l ~ I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound·by tenns and conditions of the site. The details. http://www5.metrokc.gov/servlet/com.esri,esrimap.Esrimap?ServiceName=overview&Clie... 9/15/2004 -----, Address Imagery View Search TerraServer ·:·. ~ ----~--~--@) Navigate View: Urban Areas • 1 meter resolution 1111111111 11 1111 Map Size: Large ii',· ~~ .. -·~.---" ..• ····-·~ _1 , Advanced Find , Famous Places . Web Services · About Related Links: Other Imagery: •USGS Aeria l Photo 10 Jul 1990 Partners: of-can· Waterproof Map C li c kWeathe r-.com Click t o gBt ~ Weailler Forecast ·r • ..1. Maps for this poini _' I~-·~-'"'&! ~2;;.rl House and Home: IJ Schools, Crime and Demog raphics for 98031 II Schools, Crime and Demographics for 98055 II Schools, Crime and Demographics for 98058 World File: GIS World Coordinates ragt: 1 u1 ~ e e Advanced Find I Hom e Adva nced . Address Se arch 11 328 SE 19 2 nd St , Re nto n, WA 9 8055 , 11328 SE 192 nd St, Re nton, WA 98 05 5 Jun e 1: Image courtes y of t he U .s. Geo logical So u rce=3 01 20 5 Ce nter =(-122.18 9 8,47.4303 ) Om s Running Tim e http ://terraserver.microsoft.com/addressimage.aspx?t=l&s=IO&Lon=-122 .l9017180&Lat... 9/15/2004 l\:{ap Output @King County Home IEm!IICi4tU34¥ Comments Wi¥ik4,4 II I, 6595103!) :ml 5'd34S 3",06'3 0 a ,..· __ _ l(:) ~ IClat C.nty " Selet.'ted Parcel!> l -· County ,Boundary ~ Streets ~ llif, ... .,~ ,IV /lru1;fr. /V /·/ !..oc:11' D Pa101Jl11 D 1665960130 '""'"" _J: \ 1565950150 /~ // 1565950·1 GO .. 3223059038 Legend SAO Stream c, .. ~i t er.,. 2 Pu'.crn:"1 CI.IM 2 S$<l!Cli'1d Cf.:&3 Utd•'liwd Lak.H and large Rivera / 1565950220 / 156SP60Us0 1666950190 t---------.4 3223069031 0622050001 0 .03ml ;,/ Streams ;,/ Topo COnlOUN {511) Information Included on this map has been complied by King County staff from a variety of sources and Is subject to change without notlce. King County makes no representations or warranties, express or Implied, as to accuracy, complelllnen, tlmellness, or rights to the use of such formation. King County shall not be liable for eny general, special, Indirect, Incidental, or consequential damages lnclUdlng, but not Umlted to, st revenues or lost profits resulting from the use or misuse of the Information contained on this map. Ally sale of this map or Information on Is ma ls ohlblted exce t ,,wltten rmisslon of Kl Coun . King County I GIS Center I ~ I Services I Comments I Sea rch By visiting this and other King County web pages, you expressly agree to be bound by t.rms and conditions of the sit.. The details. http ://wwwS .metrokc.gov/servlet/com.esri .esrimap.Esrimap?ServiceName=overview&Clie ... 9/15/2004 ~ 8\t_E:~::J t.J •tt CJ fOI \~J f ~ l_J -----~ -------------l,M8Ac . @ ,2 1_,__19. ~4- uo . 2 5 (2&0.55 ~ Q_. 95 ~ N -~-...:1~--,--- lu " ~ 1t ._,,. ar ~' t> ! tm ~'' I-- -11.l "J _J u.. <C u. cl ~\J) I t- CX) 0 -::i j ::~ so 1::) ?> ---i:s.::.. ~M ~o ~ (reie ffikri ~--J_ ___ _ ~~------r,~~6 ~04 PANTH BUILDING CJ LEGEND APPROX. STORIES (CJ HOUSE NU~BER l•m) ....... ,,.._. ... _nq .1_+ I I I I I 37 .-li 1~\:i1~(,; I I I :i~ I Lso I I I <> I r;, Ir ... ~--, I I , , '---' , \ t • 'U"'w .\ (\J, , + I I < Jr---1 \ , .,. \\ ( ) \ ,l \ .,_CP '\ ~ '.I ~..._ rJ , \ \ .... , r = , \ '--J \ ___ .l \. ___________ -----------------'---· ---11'.26 --. ----\60 ------, -------300.0S CZ, • Watj± Dist . "' u -NPf?.8§ ;f 1,aso4 ,_ !! '' ' ' IMT.c .., -I 32 Ac • u ""' II 11 E • ~ I II (;';\ a:: \\ )1 v!; ... ',:.'11 @ 1-------- t OO ~~I.D8Ac. ~e ~ i,,.56 ~-- ~ ~!=~'.~,L~~~= ,, E!) ![ fl I ~ I d '1 p;;.;ts 1, ,,~ Young's !--oke L( 1 ! LJ Housing w Er ~ ,,a 11 ~ ~''El King Cty. Housing Author i ty p;;:;\J n ~ Lr !! /ft rf, II W ~ I\ ~ ' .... -.::.::.s .E.-190TH:u v 1!35Ac. I ~I ~I ~ I ® ,~=-= ,, '.t . 15Ac. 1h \@ li .r§"1' I I ~,, -i, jS!I Q 1 ~-~~~~~~"!~~-.. I ATLAS OF SEATTLE • 1111 TASK 2 RESOURCE REVIEW TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies The property is located inside the Soos Creek Basin Plan. Basin Reconnaissance Summary Reports: No known reports are known to exist. Critical Drainage Area Maps: The site is not known to be 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 (see sensitive areas map under Task 1). DNR Drainage Problems Maps: Not applicable . Road Drainage Problems: Not applicable. King County Soils Survey: Soils on this site consist of Arents, Alderwood material, 0 to 6 percent slope (AmB). Wetlands Inventory Maps: There are no wetlands located on or near the site. Migrating River Studies: Not applicable . Drainage Complaints: The somewhat relevant complaint in the area is 1997-1325 (Type 1) This problem appears to have been fixed with the installation of an 18" cmp pipe, which runs to the stream, which runs into the adjacent wetland. . s EP . :;· 2004 · ~~ co·~-~RWA TER AND LAND .REsoURc~ u1 v 1~1v~'IU . .,! ( , ·~ ~ ' DRAffi'AGE INvESTIGATlON RE .T -T · C 8 Pago I: INVBSTIGATION RBQVllST Type C,, PROBLEM :· "'J/, I /, REcEJwoav : ~ Date:·prq197 OK'dbyi ~ frr..;No, q7 -{:3bg Received froni : "rr;. /~ f'..!J t/J/) . (Day) (gl!,.(-.1) ( 1 ~ (efV(e) NAMB : Md/ ???~ PHONE &r1-/--/f/o1£ . ,JcRq>-'f;;J:![_ ADDRE13S :e7iof59-SC: /..fJm4($t City~ State Zip.Jm.Sf Location of problem, if different : ?t.r1a1 q1-~ Plat name: YA-N-tW.K ~<.L. e:,..,arl"'~ Other agencies involved : ...&.e .. _fl_ 2 ~ _;;r_ Lot No:. I(.,, Block No: ' ) Y4 s T R Parcel No. lfl,IJ..04:P -DJlR I Kro11~l)1 e-Th.Bros: New LR fCR PZ. Old 41 r5 Basin f?LJs: Counoil Dlstrict ·j_ Charge No . ______ . ... -••• , ... ,•--.. , •• H, ... f•-•O .. lt,ot ....... , ... ,...,. .. -,-•tU-.... --... -•••----·M· .. -· .................... ___ , .. _. ... -... -."·--···--._,_, • ...._ __ ." __________ ,.. _____ ...... __ REsPoNSE: Citizen notifiod on by: _ phone __.:._ letter _ in person C~1I...Q u.....(.t~111n.wt ,..... ~ i.J. .I-Ii"'. -,:-,.,,~w~ ~ v:,., -4-'f.Jr M4;\° 41 ... ~+ w,a.. c.r ... ctor..i"!l k1.v µ'4,. ~ /c/-4-. fHf ()~ ~ ,~ ,4, ""'~f llttc, ~~ v,~1~.l,.w,.., ,~lSc., t~, r: J._1~ ~ "J: 4 (#!>f'#rJbCI , {-2-(,;/;1) i-((-Cr 0: f:l~ /);q{i-t" DISPOSITION: Turned to fS'._ on l.:l.1 / / 'z 7by~ No further action recommended beoauso: _ Lead agency has been notified: _________________ _,__ __ _ _ Problem hu b'een corrected . _ No problem has been identified . ..;.__ Prior investiaatJon addresses problem : _ Private problem -NDAP will ri.ot consider because: SltFn.1# --- __ Water originates onsitc and/or on neighborini parcel. . __ Location i! outside WLRD Service Area, _Other (Spec~:~ DATE CLOSED : _ '/_JJ/:::iJt.(( ·" By: ~---.. f)~._ n ~ ~ ~ t.J v~-~ 7 • SEP.2~.200.:l 8:59AM '-ii5bs _ ..... - ® To: T~ny Ledbetter Supervior Div 4 Roads-Rentqn 9A MESSAGE: RD K1NCJ CooNTY. Oepartmlnt ol N111nl ,.H•- W•l• and Lllld "-"'uroe DIYl,lon NO. 3 1f' ----~----------.......... .- From1 Larry Gettle Senior Enfineer Watet" and Laud ncsouu•1 I>l'Vi&$on Local DraJnae• Scnica Vl1it Mail Stop G~2 · ,"•' •: .'/ ~' ! 0 f ', I I ' : 0 0 (l,, 0 DA TE 8/30/97 ·INITIALS PJS As a result of Mr. Webb's complaint we inspected the catch basin on the South side of S 192nd St. at 10859 . The. basin is in the bru~h and about 30 feet from the road. A spring has eroded the dirt and created a hole next to the basirl. The old brick bC1Sin is fajling as a result. Could you tako a look at the problem and determine if the roads responsibility to maintain the pipes and basin . The basin is very near the right of way line and may be on private property, however it does convey water from the road drainage system. · If you feel that it would be up to th~ property owner to maintain the basin we will look at tho problem under the NOA program for possible assi~ce. If it is yours let me know. SIGNED REPLY ~· SIGNED • P .6/9 .SEP.23.2004 8:53AM N0 .317 e --· -......11111 I JI' • ---····---···-·-------··----------·~,-~........,.. ............. ~ ~r ......... Complaint 97· 1325 Webb Investigated by Pat Simmons 09/22/97 I went to site and talked to~. Webb about tlle problelll with i\ cat()h basiJl in her yard th~ connects o. cross culvert and road drai.nage pipe to a pipe that convey& the water to. a ditc:h in the South part of her parcet This is a brie\c catch bauin that probably build wben $:E 192..i Strcei was paved In the 60's -and has worked for many yea1', · the problem appears to be that a sprin2 has developed abCIU.t 4 to 5 feet down and has eroded the aoil trom around the catch bnsln for a number of ye!U'S md recently the ground oD tho swfa.:e oollapsed creating a hole about l feet across and 2 feot wide and 4 to S feet dcop. The day I was on site water was-runrun g from the spl'ing into the, ~t:ch basin. The catch basin Is approximately 30 feet from tht center of the road and Is well hiddbn in the trees and . other landscaping of the ynrd. I told bet that Roads may be a~le ~ help with this pi:oblem as both pipes are ~om road dnmage. l also stated that 1Daybo the cisteh bMin WWI installed by tho builder ot tho house and if thit was the CDSC $M may be r esponsible for the repair. 'RoadD!teb 11".CMP Pipe . J. Collasped Area ...--ol'J, Webb 10859 SE 192n St • Oravet Orive~va)' 18 .. Conctoto Pipe r · Outlet Ditch SEP.2~.2004 9 :0 0 AM KC WL RD e -------------------·-···--' TO: .FILE FROM I JBFP JACOBSON RB: ENGINEERnlQ BVALUA'rION l 'OR COMPLAINT ~O, ORIGIN.AL I FIELD OW: PIELO EVAL : OLD FJ:I.JIS : BACltGRO'ONl';ii . 9/10/97 9/22/97. Ol./07/97 N/A NO. 317 t-'. '(/';j e 97-l.325; Wttbb The oornpla.inant l t ves in a 1f 0 in!jol.e ~family relilidenoe aJ.~ng SR 1.S12nd Street. An old briok oatc:h basin •~ta in eh• north•a•t corner o~ the Qomplainant•s yard, The catch ba1in conveys flo~ from the north an4 wcuit to the aouth. A 4-foot plua d.nkhch has formed a.long tb.e southern end of th• catch baain , It appears• ,pring h&a developed in thi$ are& causing the area to erode away, I di d not ee• any mtruaturai· problem tc t he catch basin deepit• it• ag-e &na ciroum»tance . The probl~m do•• not meet all of t h• NDAP project erit~ria listed b~low, therefore, it do•• not qualify for •»si•~ance upder the NDA pro~am. • The problem mite is within the ONR •ervioa area and d04l8 not involve a Xing County {XC) oode violation . • The proble~ eite shows evidence of or r eported localized flcod.ing, eroaion and/or 11eclimentation within the off .r oad drainage 11y11tein on priva;t;e residential and/or commercial property due to later upJtream develop~.ent . • Tha problem ie not caused by 1urfac• ~at•~ from more than one adjoiniug property , SOILS : Aocording to tbe KC soils map, the sit• is looaeed in the foilowing soi1 asaooiat~on a ALDERWOOO ASSOCIATION: Moderately well drained undulating to hilly eoila that have den1e, very slowly per~•abi• ilaaial till at a depth of 20 to 40 inc~••, on uplands anc:1 terrace•. l ., •. . SEP . 2:il. 200~ 9: 00AM N0 .317 P,8/9 e ----····---------:----..:_-~------ OPTIOWS AND DISettSSION: l, Fill in th• •inlchole with a combinati on of 8-inch plus rook and gnvel overlaid with fil1:er fabric;,, llpproximately 2-c\lb;i.o yards at material will be needed to fill in 'the hole. 2. ~ep1ace the criok cat ch basin witn a n4w type -I oatoh bae:i.n. ~rovide a Go~ e-inoh inlet for t he spring. IMPACT SCOU c JO Option number 1 ia th• mo~t coat effective •elution to the afonmentioned dxa.inag• problem,· however, the prol:>lem does not meet the or1teria eaeabliahed.for acceptance into the NDA program. Th• tile wa• ol0$1i!d as a private problem. · »RIORl'l'Y SCO'RB •.N/A · ,I 2 :, . ... . ,. ·" p. 2/'t . --f'().287 SEP .22 . .?0 04 11 : 0 1 Al'1 KC WL RD e e Kina lmllY Watir amt land ISIOll'D88 mv111an .. ll'UIBU8 S11'VE98 laotlan COll"llllt l88l'd1 Printiad : 9/22/2004 7:35:20 AM --TYP8 TYIJ8 of Pl'lllllll1 --If Pl'GIMII CIIIIJ'llhtl Tll'GIPIIOB lam' cu 1Q75-0076 C FLOG RO WY/FL0'0/112TH A VE SE/SE 186TH sr eeee2 1976.0078 C DRNG 18845 106TH AVE SE 68803 1976-0026 C ORNG 19405 104TH AVE se SEPTIC DRAIN FfeLO CONCERNS 6860l 1e1e-0030 C DRNG SUMMI TPIT @ 11011 SE 1;2ND ST 68602 1976 -0033 C DRNG 11011 SE 192ND ST BLKO STORM WATER DRAINWY/SUMM/T 68&02 1978-0028 C DRNG 2020!5 10BTHAVE SE 686E3 19 79-0047 C 11403 SE204Tri ST SOIL BULLDOZED/PANTHER LK AREA 686E2 1980-0078 C f=LOO 20204 106TH ,AVE se ·~ '~ ., . ' easos 1Q81-0094 C FLDC3 10404 SE 1~4TH PL INADEQUATE RD DRNO S860S 1981-0096 C FLOG 10836 SE 180TH ST . YARD 68802 1982-0208 C FLOG 11220 SE ,aeTH E~.QS,ION 68602 1983-0190 C FLOG 20004 106TH AVE -. se . B,ASEMl:NT 68603 . ..... 19$3-019-1 C DRN G 108TH AVE se 688E3 1983-019; C 10860 SE 19eTii FILLING & GRADING eseea 1;84-00~ C FLOG 18814 110TH CT SE 88802 1984-0095 C FLOG 20204 106TH AVE SE 8881:3 1986·0827 C VIOLATE 10300 se 192NO ST TOD.I.$. e86D2 Hl 6~·1102 e VIOLATE 19236 107TH AVE se DIS RESP. FOR ENF . 680D3 1986-1111 C FLOG 11325 Se 176TH s;r, FM NEIGHBOR 68802 1986-101 0 C PL.AT 18700 102NDAVE se WIDEN SHORT PLAT/102NO AVE SE 68802 1966-1166 c· FLOG 11202 SE 186Tr.f .S:J' S:TORM OVERFLOW 68eE2 1986-1 185 C FLO O 11202 SE 188THST SEE: ee-11ea BRYANT, BILL eaee2 188 6-1 190 C FLOG 11001 SE 186TH.ST BASEMENT GETTING WATER 688E2 198 7-0314 C FL DG 10028 SE 190TH ST RPAD CULVERT DISCHARGE ON PROPER eaeo2 1987 -0334 C DR NO 11202 SE 186TH ST CUl,VERTS BLOCKED 86·111:16,1186 eaee2 1987~0342 C RID 10500 SE 1BSTH ST FACILl"JY NOT FUNCTIONING 88602 1087"'°471 C FLOO 11202 SE 186TH ST SPRING GLEN 88--1168 ,1 188 68!E:2 1987-0~5 C DRNG 1862 7 1ogTH AVE S E INADEQUATE SYSTEM 6881:2 1987-0715i C DRNG 188 16 102ND AVE SE! OE:BR I-EASEMT 8i:1B806-1B816 102ND AV 6980 2 1987-07Si ER DEB RIS 18816 102NDAVE SE AREA HAS BEEN CLEANED 88802 1i87-0864 C OR NG 19218 102NO AV~ SE DOWNSPOUTS NOT CONNECTED/NO DRY 886D3 1i87-0983 C ORNG 19218 103ROAVE SE INFILTRATION SYSTEM NOT INSTALU:O 68603 1987·102 7 C DRNG 18826 102ND,AVE SE R/S DITCH & CULVERT INSTALLED &8602 1887-1 1 .. t! C l'-t.DG 16850 103RD CT SE . PIPE TO HIGH .t'OR PONO 68602 1888-0 1El3 C FLOG 18030 102NOAVE SE SPRINGBROO K AREA 68602 1988 -0193 ER 19030 102NDAVE OH/T'O BALO FOR INFO. 06/13/88 . 68602 198 8-0220 C FL OG 18S62 103RD CT SE RIO PONO IS FLOODING PROPERTY 6S602 Pl9s 1 O~fi N0.287 P.3,7 SEP .23.2004 1t:02AM ·.KC.RD ~t lv,a lVPI or Proldlm Mt8II of Pl'mllJ c;nr.t• 11WolPll,i .... Cado 198S.0024 X ORNG 1921i 102NOAVE $!; @PARKRIOGe F.AST-$URFACE WTR O~N 68603 1988·0462 C DRNG 19e21 104TH AVE SE OITCH/1:NCLOSING e86D3 1 ees.oe1,4 C ORNG 19101 10..TH PL SE NEIGHBORS WATER EROSION 88602 1989-0044 C EROSION 10308 se 196TH ST DRNG PIPE 8·10FT FALL saeoo 1989..0221 C ORNG 19120 104TH PL SE WATER OVER SIDEWALK 88602 1989-0221 EH CRNG/SW (DS·PLT). 68602 198Q.OB50 C ORNG 18631 111TH PL SE SNV ORNG ANO DAMAGE 686E2 1989-0663 C ESMT 19101 104TH PL SE GRADING PERM ITB9-0729 ,727 eaeo2 1989-06n C DRNG 18828 102NOA\/E SE BLKO EASMT 158602 1989-0700 X DRNG '18631 111TH PL SE .WATER ON SIDEWALK/89-0650 FRITON 686E2 1989-0727 C DRNG 190215 104Tf"!.PL SE W~TER OVER FLOOoeo R/0 PONO 80-07 eeeo2. 1989-0729 C DRNG 18025 104T~-~L . -SE .•• t~L~ DIT IN ESMT 158602 198S-0729 ER DRAINAGE 19025 104TH PL se FLO CHI<. REQD. 88602 1889.0804 C ORNG 18860 102NDAVE se NEW'ROAO BLOCKING DRAINAGE 68802 1989-08'4 ER DRAINAGE 18860 ~02hlD AVE SE OVLMNT ro SOUTH/CAUSING PROBLEM 88802 1990-0076 C ORNG 11254 se 1B~TH ST PLUGGED CULVERT/STORM 1586E2 109().0078 C ORNG 10404 Se 194TH PL STORM 158603 1980-0078 NDA DRNG 10404 SE 1i4TH PLACE STORM !:VENT • LOW IMPACT 68603 19i0·0141 C FL OG 18400 112THAVE SE POND OVE~FLOW/90-0149,23S,372/STOR eaee2 1900..0149 C FLOG 11202 SE 186TH ST RlD POND OVERFLOW/ROBERT/ STORM E !86E2 1990·0231 C DRNG 18425 112T.HiAVE SE RIO PONO OVERFLOW/STORM 90-274,37 aaee2 1990-0235 C FLOG 11202 se 166TH ST WATER IN BASeMENT/STORM/80-141 .149, 886E2 19M-0274 C FLOG 11022 se 184iH PL RIO POND FLOOOEO/STORM · 686E2 1000-0342 C FLOG 11202 se 185TH .. ~T RiO POND/ROBERT/ STORM EVENT aaee2 1990-0372 X ORNG 11202 SE 186TH ST R/O·PONOS OVSRFLOW9/90..141, 149,236,2 686E2 1990-0709 CL FLOG 18504 112Tii AVE se CL#12g~ see CL#13224 DUE DECEMBE 688E2 1~i0-0S84 C DRNG 18427 112TH AVE SE RID POND DAAINAOE/STORM 686E2 199().0841 C PIPE! 20060 104tH PL SE SUB STANDARD IN DITCH e86D3 1990·0941 e SSTOPIPE REI.EASE LEITER PREPARED easo3 1890-0974 C ORNO 1924a 107TH AVE se DEBRIS IN DITCH 68802 1990-1081 CL FLOG 11202 SI: 186TH ST CL#13224 see CL.#1295i GARAGE FLOO 688E2 1990-1186 CL FLDO 11044 SE 186TH ST MEMO/RUOOELLS STUDY TC PA 686E2 19S0-1212 C DITCH 11044 SE 186TH ST RO/SIDE orrcH-FI Ll.jg()..1 186 686E2 1880-1212 e FILUOIT 11044 SE 188TH ST WILL START WORK 09/20 CHK ON og/30/9 688E2 1990-1 212 ER FILL/OIT 11044 se 186TH ST . RUDl;LLS STUDY 6See2 1900-1226 C DRNG 18616 107THl,.VE s~ FL.OOOED BASEMeNT/BAD FI.OADWAY 6S6E2 1900-1319 C ORNG 1104,4 SE 186TH$T NE:AR HOUSE/BLOCKED DRAINAGE aeeo2 1S90-131Q ER ORNQ 11044 SE 186TH SJ. DRAINAGE EASEMENT 886D2 1990-1428 E ORNG 192ND SE 104TH PL SE C.OMPLETED WORK IS ADEQUATE 68602 1990-1428 ER ORNG 18200 1Q.t4TH PL. SE FENCES IN DRNC3 CHANNEL 6S6D2 Page 2 of e l'IU,C:Of r ... ., , SE?.2?,2004 11:02AM KC WL.R D e e C-.t : lYPI or PrelM Mlr"8SS uf Prdum . Cmmrlb . lbrllPaoe lbllllJr 199°'144!5 C DRNG 18427 112TH AVE SE RIO POND OVERFLOWING TO STUDY/g1-1 688E2 19g~1491 C ORNG 19000 104TH PL s~ TO • flM&D FOR INFO 68602 199().1530 SR FLDG 18427 112TH AVE SE STORM EVENT 866£::2 19S10-1531 SR FLD13 1842 7 112THAVE SE STORM EVENT NOT NDAP eSGE2 1Q91-0160 C ORNO 18624 112THAVE Se S8GE2 1991 -0160 SR D RNG 18B2'4 112TH AVE SE NOTNDAP 886c2 1981-0196 C FLOG 18425 112THA'A: se 666E2 1991-0196 SR FLOG 1842!5 112TH AVE SE NOTNOAP 68BE2 1991 -0253 C DRNG 11254 SE 186TH ST 686e2 1001-0320 C DRNG 10856 SE 192ND DRIVEWAY PONDING 800D3 1001-033a C t:"L OG 11214 SE: 19en'!.ST L.EVa OF PANTHER LAKE/STORM EVENT 686 E3 rn91•033R SR :-LOG 11214 SE H16TH ST s i:oRM EVENT NOT NDAP 6881::3 1091-0438 $1 SPK .TO FINISH S1 3/4 • S2 TO '92 CON 688e2 1991-0480 C FLOG 18425 112TH AVE SE; RUDELL$ STUDY 91·0438/POND FLOODIN 68&02 1~91-0563 C EROSION 10300 SE 200YH ST SPR IN GB ROOK CRK: OVERFLOWS 68603 1991-0563 SR EROSION 10SOO se · 200TH ST SPRINGBROOKCRl<;PARKRIOGEEASTR/0 ; 68603 1991-0667 Cl DRNG 18427 112TH AVE SE SEE 91-0438 see RUDDELLS 688E2 1991-0779 C RID POND 18851 103RD CT se TRFDSWMFM e86D2 1991-0800 C PLG FIPE 18132 7 110TH AVE SE OLD4" IN LINE 688D2 1991-0817 C FLOODING 188~1 103RD CT . SE RIO PONO BACKUP 68602 1981·0837 C DAMAOECB 10001 110TH AVE SE C/B BELOW GRADE 586E2 1891-098! C FLOODING 11058 Se 186TH ST RUDOEL'S FIRST AOD STUOY 586D2 1991-1045 C DRAINAGE 18860 102ND AV SE; NEIGHBOR FILLED LOT (l8602 ·1Si1-104o SR DRAINAGE 1886\) 102NDAV SE NOT NDAP-INFO ONLY 68602 · 1991-1096 C FLOG 11200 SE 1881'1-f ST RUDDel.L POND OVERFLOW '586E2 1991-1120 LS FLOOOING 19300 108TH AVE SE eases 1'191•1132 C ORAINAGI: 19006 f1BTHAVE SE INFOTOPM&O 6S5E2 1801-1149 X FLOG R/0 11200 SE 184TH sr CCF.# SWM-1031 RID POND CAPICITY 686E2 19g1 .1155 C DRAINAGE 11007 SE 1oorH·sr INFO TO BALD OIU ./PARKING LOT EXPAN 68eE3 1092-0099 C DRAINAGE 10856 SE 192ND e.9602 1992-0099 PN DRAINAGE 1os5e SE i92ND TO SN1 t56602 1&192-0099 SN 'I DRAINAGE 10858 Se 192ND 68602 1992--0217 C ORG/01:VL 2216 N 30TH ST., STE210 CHINQUAPIN RIDGE 68602 1992-0469 C FILL 10841 SE 1r.6TH ST PANTHER LAKE OUTLET 68803 1993-0603 C ORNG 27423 111THAVE SE CLOSE TO 83-0 823 68603 1994·0010 C FLOODING 11007 $E 1i6Tlrl ST PANTHER LK CUTI.ET . TO ee STUDIED 158603 1994-0010 NOA FLOODING 11007 SE 196TH ST PANTMER LK OUTLET • REFO TO BP 08603 1994-0010 RN FLOODING 11007 SE 106TH ST PAN TH ER LK OUTLei ·TOBE STUDIED 68803 1994-0022 C DRNG 1~00 1015THAVE SE 68603 1994..0030 C PONDING . 11430 se 192ND ST POSS GRADINO/FILllNO VIOLATION 8861:2 Paga 3 of6 N0.287 P.517 SEP.22.2004 11:03AM KC WLRD e e r.a1J(allrt TVl>8 TYJ111f Probl8JI Aln"Bal of Prala1 ~·-lbroaPa NooUI' co,o 1994-0117 X DRNG 11400 sr: 196TH ST .. ' NO RESPONSE FM JS -NO REPLY NECl:S 68603 1994-0498 C DITCH 19701 i21ST AVE Se GRAVEL DUMPED IN ROADSIDE DITCH 886E3 1;1M.OA68 woe OUMPING 19914 106THAVE SE PRUNING$ IN ROADSIDE DITCH 686D3 199~0226 woe MUD FLOW SE 186TH & 118TH A SE RFOOES GRADING e86E3 1ss~-03,43 wac POLLUTIO 18929 111TH PL SE SEPTIC OR SEWER? DRAINAGE?? 68802 1995-0343 WQR POL LUTIO 1BS!29 111TH PL SE SEPTIC DISCHARGE TO STORM 68002 1~;0594 C DITCH 19803 121Si AVE SE REQUEST TO ENCLOSE R/S DITCH 686E'3 1S i5-06S1 woe OIL• CB 19230 10STHAVE $E APT COMPLEX WNEHICLE MAINT PROB 68602 1996-0631 WQE WQOC 19236 108THAVE SE APT COMPLEX WNEHICI.E MAINT PROB C 68eD2 1e95·0874 C FLOODING 1Q701 121ST AVr; SE APPARENT OBSTRUCTION IN R/S DITCH 6BBE3 1996-1067 C RUNOFF 19631 121~TAVE SE EROSION FROM Nf?N SCHOOL CONST 68eE3 19S6..0137 C RUN OFF 10866 SE 192Nf? ~! , OFFSITE FLOW FROM UPBASIN DEVELOP 68!D2 1996-0137 SN1 ~UN OFF 108513 se 192ND ST ADJ DEV MAY HELP REDUCE OFF-Sl"fE FL 68602 1Qge..0243 C onNG 19531 121ST AVE SE DOWNSTREAM IMPACT SCHOOL DEVELO 886E3 1896-0806 C ORNG 19-400 120TH AVE SE ORAINOE FLOW QUESTION DEVELOP INF G86E2 1096-1154 C RIO PONO 1864a 111 TH PL SE wcr BACK YARD FOR FORESTED AREA 68002 1996-1233 C FLOG 19Sl10 118TH AVE SE GROUNDWATER IMPACT TO PVT PROP 6S6E3 1996·1684 C DRNG 18908 113TH WAY SE PRIVATE PRO?ERTY IMPACT TO PVT ORN 688E2 189B·1613 C FLOG 19910 118THAVE SI: ROOF CANS PLUGGED PVT PROS 6851;3 1000-2115 C DRNG 10856 SE 192ND ST NO VISIT CLOSE TO ~6-0137 eaeo2 18!il7 •0092 C VEGETATI 10810 sr: 196TH ST PMT NEl::DED 2 CLFt OTCH? CL K.ZIMMER eaeo3 1997-0271 C Ft..DG 11007 SC! 196TH ST WETLAND PONDING LAKE OUTLET ELEV 88603 1997-0741~ C DRAINAGE 19422 108TH AVE SE GRADING ACTIVllY IMPACT PVf PROP 68603 1'197-0660 C DRAINAGE 20248 100TH AV E SE SATURAiED SOIL MAYBE SEWER OR WA 6S6D3 1 897-T083 C STRM D~N 1960~ 10E!THAVE SE SEWER MAINT ACTIVliY FENCE DAMAGE 6Be03 ~~7-1123 C GRADING 18908 ·113THWAY SE PVf PROP IMPACT NO ORNG INSTALLED 8861:2 1897'-1123 R GRAD ING 18908 11 ~TH WAY SE PVT PROP IMPACT NO ORNG INSTALLED 686E2 1997-1325 C CB 108~9 SE 192ND ST BRICK BUILT ca UNDERMINED BY SPRIN 68602 1997-1 326 NOA CB 1085Q se 192ND ST BRICK BUILT CB UNOERMlt.JED BY SPRI~ 68602 71997-1320 R ca 10859 se 192ND ST BRICK BUILT CB UNDERMINED BY SPRIN 88602 1997-1336 FCR MAINT. 11129 SE 189TH PL NF)IJ FAC . MAINT NEEDS OWNERS HI P au 88602 1i97-1550 C FLOODING 19631 121ST AVE SE PVT P~OP IMPACTS UPBASIN 01:VELOPM 68SEJ 1997-1550 R FLOODING 19631 121STAVE SE PVT PROP IMPACTS UPBASIN OEVELOPM 886E3 1907-H560 S1 FLOOD ING 1'1631 121ST AVE SE PVT PROP IMPACTS UPBASIN DEVELOPM 686E3 1998·0019 C DRAINAGE 19016 116THA\IE SE NF:W GRAVEl. RD POSSIBLE PVi PROP IM 68SE2 1900-0058 C DAAJNAGE 18820 116THAVE SE SFR CONST IMPACTING ADJACENT PROP 686E2 1996-0 123 C tJRAJNAOI: 10851$ se 192ND ST OFFSITE FLOW IMPACTING PVf PROP easo2 1998-0216 C tJRAINAGE: ·1000s 106TH AVE SE Bl:RM CONST ALLEGED IMPACT TO PVT P ·&8603 1990-0898 R DRAINAGE 1G221 108'THAVE SE R!:QUEST TO ReALJGN DRAINAGE CHANN 88602 1 E199--030B C DRAINAGE 11618 SE 18STHST ADJACENT PROP PAVED 2500 SQ FT 88652 P1ge4 of6 N0.287 -p. o;· S E?.22 .200~ 11:03AM K-LRD CIIJt)labl : Type If Probktll Aaa'oaa er Prlllllln 1:11111111111 TnlPa NWlbH' 1998--0~9 X FLOODING 11007 SE 196THST OLLIE BURTON PROBLEM 68803 1899•0723 C ORAINAGE 1~0 106THAVE SE ROAO DITCH PROBLEM saao3 199i-0812 WQC DUMPING 19238 107rH AVE SE Rf:QU FOR INFO MCL NO DUMPING !DENT e8t102 2000-0523 FCR MMO 18e31 106TH AVE SE FENCE AROUND RID PONO DAMAGED AS 68602 2000-0312 C DOM ACROS 10029 120TH AVE se APPARENT FILLING OF ~OADSIOE orrcH . 686E2 2000-0!5'72 R OOM AOROS 1902$ 120iH AVE SE APPARENT FILLING OF ROADSIDE DITCH . M6E2 2000.0660 C DOM 10810 SE 100TH ST REQUE;ST TO CLEAR OlJTLET CHANNE L F 68603 2000.0070 C DOM 10847 SE 196TH ST CONCE~N REGARDING OUTLET CHANNE 88603 2001-0181 C ODM 119TH AV!: SE & se Hll5 GROUNDWATER OISCHARO!: OVER SIDE eaaEs 2001 ·0300 FCC MMG 12025 SE 196TH ST OFFSITE FLOW ONTO PRIVATE PROPERT 686E3 2001-0360 NOA · MMG 12025 SE 19e'THST OFFSITE FLOW ONTO PRIVATE PROPERT "'' 86SE3 2001-0360 R MMG 12025 SE 196TH ST .. 9Ff~ITE FLOW ONTO PRIVATE PROPEF:T 686E3 --.: 2001--0547 WOP W QP 11010 S!: 1921'i10 68e02 2001-0565 WQA WQ PD 19300 108THAVE se AUDIT COMPLETED OUE TO NEW PERMIT 68602 2001 -0707 C DOM 10621 SE 196TH ST STORM EVENT: FLOODING OF PROPERT 68803 2001-0707 NOA· ODM 106.21 SE 1915TH ST STORM EVENT : FI.OOOING OF PROPERT 68&03 2001-0707 R DOM 10621 SE 186TH ST STORM EVENT: FLOODING OF PROPERT 68803 2001-0762 C DOM 11214 Sf: i 9eTH ST FLOODING OF PASTURE AND PROPERlY. ~603 2001-()843 C DO M 19~20 106TH AVE Se ALLEGED FLOODING OF DMJ AND YARD. 68803 2002-0045 WQC WQD W OF 108TH AVE NE &S DUMPING OF BOX SPRING INTO PANTHE 68El02 2002-00Q3 Fl REM 10222 108TH AVE SE . SWM#72 REMEASURE COMPLETED. REM 686D2 2002-0344 C DOM 18919 111THPLSE APPARENT OOWNSTREAM RESTR ICTIO N 68602 2002-0344 RE'r DO M 1eg19 111TH PL SE APPAREN 'r DOWNSTREAM Re:STRICTION 68602 2002-0379 FCR MNM 10631 108TH A\i'E se 2 SHOPPING CARTS THROWN INTO PONO 681502 2002.0553 ... OTA 18013 114TH CTSE CONCERN ~.EGARDING P0SSl8LE SLOUG 688e2 "' 2002-0SSS FCR MNW . 18631 10STHAVESt REQUESTTO REMOVE TANSY RAGWORT 60002 2002-0560 FCR MNW 19250 117TH PL SE REQUEST TO REMOVE TANSY RAGWOR'!' 686E~ 20 02-0713 FCR MNM 18927 111TH PL SE TRACT 8 VEGETATION GROWTH ~ESTRIC 68802 2002..073i FC C MNM 1"23!5 108TH A'JE se COMMERCIAL R/0 FACILITY NOT FUCTION 68802 200S-014a WQC WQO SE19N & 108TH AVE SE ALLEGED DUMPING INTO STORM . INVES 68802 2003..0230 C DCA 11455 SE 196TH ST APPARENT DIRT BERM CONSTRU CTI ON. 586E3 2003-0230 R DCA 114615 se 196TH ST APPARENT DIRT a ERM CONSTRUCTION. 886!:3 2003·0296 FCC DOM 19800 108TH AVE SE COMPLAINT CONCERNS ACTIVE PERMIT 68603 2003-0538 FOR MNW 19123 113THWAY SE 68602 2003-0728 Fl REM 10928 SE 189'7'H $T eseo2 2003-0776 F1 REM 19800 108THAVe SE ~eauesr TO DETERMINE IMPERVIOUS s eaaoo 2003-0847 C DOM 19230 118TH AVE SE APl?ARENT OBSTRUCTION OF OFFSITE C 686e2 2003-0847 R DOM 19230 116TH AV'c SE APPARENT OBSTRUCTION OF OFFSITE C 686E2 2003 -0850 ,... ..., OTA 1BB27 110TH PL SE APPARENT OBSTRUC TION OF 4-INCH LOT 88602 2003 -09 13 WQA WOAI SE 192N & 108TH AVE SE 6Bel02 Page 5 of 6 e N(J , C::l:l ( t"'. (,. ( SEP.2Z.2B04 11 :04AM KC WLR D e -~ : 1'YJl8 Bf PrdJlcn ~ If PrablalJt CalliBlta TINPU Ntbbll' 200$--0973 WQA WOA I 19238 107TH AVE SE WOA PER MCL REQUIREMENTS 6860.2 2004-0277 CL INQ 19422 108THAVE SE CLAIM RELATED TO THE DAMAGE: OF REN 68603 2004-0297 FCR MMA 2(')1 27 106TH AVF. se REFD TO DOeS . l..99P3019·MURPHeYS LA 88603 2004-0310 WQA WQAI 1os2, se 200TH ST ISS603 --2004-04 13 C DOM 10848 se 192ND ST e-rn.u to ooes 68802 2004·04~3 FCC OTA 18630 108TH AVE SF. An y legal re,trlctlons on p~rklr,g on eccess to eaoo2 2004-0536 FCR MNM 1g4-0s 116THAVE SE Bioawale filled 11'1? lnvastlgallon i hows no blo e86E3 20()4.066'1 Fl REM 19400 108THAVE S E 68602 Page t5 of S TASK 3 FIELD INSPECTION TASK 3 FIELD INSPECTION A field inspection was conducted on September 15, 2003 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. There were no existing or potential problems observed. 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 were cool and cloudy. -i TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project is located at 11328 SE 192°d St. in Renton, Washington. The property is approximately .51 acres. The property will be divided into four residential lots. These lots will gain access from a proposed private access tract off of SE 192°d St. The property has an existing single family home and garage. The remainder of the property is covered with mostly grass with a few trees and shrubs, and a gravel driveway. The existing site drainage sheet flows from the north to the south . No significant amounts of upstream flow enter the site . Soils on this site consist of Arents, Alderwood material, 0 to 6 percent slope. (AmB) 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 maps . Basin: Soos Creek Symbol Drainage Component Type, Name, and Size see map Type : sheet flow, swale, stream, channel, pipe, pond; Size: diameter, surface area A 10" PVC with catch basins B Flows into locked drainage structure C Flows across to the south side of SE 192"d St and into a 18" CMP pipe D Stream 4' wide 3' deep 98-4\in804 OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANuAL, CORE REQUIREMENT #2 Subbasin Name: Subbasin Number: Drainage Slope Distance Existing Potential Observations of field Component from site Problems Problems inspector, resource Description discharge reviewer, or resident drainage basin, vegetation, % Y. ml = 1,320 ft. constrictions , under capacity, ponding , tributary area, likelihood of problem, cover, depth, type of sensitive overtopping, flooding, habitat or organism overflow pathways, potential impacts area , volume destruction, scouring, bank sloughing, sedimentation, incision, other erosion Flows west along SE 0-420' none none No problems observed 192nd Street Flows west along SE 420' -893" none none No problems observed 192nd Street Flows south and 893' -1113' none none No problems observed dumps into a stream Flows south into 1113'-1320' none none No problems observed wetland . Covered with blackberries, trees and grass I • • TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were no existing, or potential problems. 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 via driveway dispersion, and down spout dispersion trenches. 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 THRESHOLD ASSESSMENT • • • THRESHOLD ASSESSMENT The below figures represent the impervious surface calculations for this project. Developed impervious: 4 new homes & driveways @ 2500 each New road, sidewalks & frontage improvements Total Removal of existing home and driveway Net Total 10,000 sf 3,013 sf 13,013sf -3,532 sf 9,482 sf Per Section 1.1.2, this project qualifies for Small site drainage review. • • FEB-15-2005 TUE 12:4 9 PM FAX NO . 111 1 SUBDIVISION GUARANTEE Guarantee No.: SG·1572·10613 SECOND REPORT P. 02 Order Number : 200497497 Reference Number: SINGH Effect ive Date: February 9, 2004 at Subdivision Guarantee : Sales Tax: Total: $200 .00 $1 7.60 $ 217 .60 OWNERS : GURDEV SINGH AND KULDIP S. TUMBER, EACH AS A SEPARATE ESTATE LEG AL DESCRIPTION : LOT 2, SHORT PLAT NUMBER 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 8303080870 , RECORDS OF KING COUNTY , WASHINGTON . SUBJECT TO : 1. AGREEMENT AND THE TERMS ANO CONDITIONS THEREOF : BETWEEN . SOOS CREEK WAT ER AND SEWER DISTRIC T AND : WILSON 2 X PARTNERS RECORDED : JULY 29, 1994 RECORD ING NUMBER: 9407292564 PUR POSE : DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT 2. RESTR ICTIONS , CONDITIONS, DEDICATIONS, NOTES, EASEMENTS ANO PR OVIS IONS CONTAINED AND/OR OELINEA1ED ON THE FACE OF THE SHORT PLAT RE CORDED UNDER KING COUNTY RECORDING NO. 8303080870. 3. GENERAL TAXES. THE FIRST HALF BECOMES DELINQU ENT AFTER APRIL 30TH THE SE CO ND HALF BECOMES DELINQUENT AFTER OCTOBER 3 1 5 .... YEAR: 2006 AMOUNT BILLED : $2,809 .02 AMOUNT PAIP: S 0.00 AMOUNT DUE: $2 ,809.02 , PLUS INTEREST AND PENAL TY , IF DELINQUENT LEVY CODE : TAX ACCOUNT NO .: ASSESSED VALUATION : LAND : IMPROVEMENTS : Guarantee No: SG-157:M0613 4260 322 305-9 038-0 7 $ 84 ,000.00 $127 .000 .00 MAIN FILE copy FEB-15-2005 TUE 1, 49 PM FAX NO. 11 11 SUBDIVISION GUARANTEE 4. DEED OF TRUST AND THE T!:RMS AND CONDITIONS THEREOF: GRANTOR · GURDEV SINGH AND SURJIT KAUR. HU.SBANO AND TRUSTEE : BE NEF ICIARY : AMOUNT : DATED: RECORDED : RECORDING NO .: WIFE PRLAP. INC . BANK OF AMERICA . N.A. $240 ,0 00 .00 JUNE 23 , 2004 JUNE 25 . 2004 20040625002233 P. 03 5 DEEO OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GR ANTOR : GUROEV SINGH AND SURJIT KAUR , HUSBAND AND WIFE TR USTEE : BENEFICIARY: AMOUNT: DATED : RE CORDED : RECORDING NO .: Gunrentee No ; SG -157~-10613 PRLAP , INC . BANK OF AM ERICA . N.A. $45 ,000 .00 JUNE 23, 2004 JUNE 25, 2004 20040625002234 r-stewart L .. •tit ,e ~uarenty company ,----FEB-15-2 005 TU E 12:49 PM FAX NO. 111 1 SUBDIVISION GUARANTEE The Company's iiability for this report Is limited to the compensation received . Th is report is based on the Company's property records , and no llab'1 lity is assumed for Items mlsindexed or not Indexed in the public records , or for matters wh ich would be d!sclosed by ar. in quiry of parties in possessio n or by an accurate survey or inspection of the premises . This report and the legal description g iven herein are based upo n information supplied by the applicant as to the location and identlflcatior of t he premises in question , and no liability is assu me d for any discrepancies resulting 1herefrom . This report does not represent either a co mm itment to insure title , an examinati on of or op inion as to the sufficiency or effect of the M atte rs shown . or an opin ion as to the marketability ot tit10 to the subject prem ises . I certi f y th is is a true acc\.Jrate reflection of those doc1.1ments on file at the King County Cou ~~ House, Seattle , Was hington as of the date and time referenced above . SL1nny Johns on :de Guarantee No : $0-1672-10613 P. 04 c§!ewarf CRAMER NORTHWEST, INC . 94 5 NORTH CENTRAL, SUITE 104 KENT, WA 98032 ATTENTION : TERRY WILSON ORDER NUMBER: 200497497 BUYER/BORROWER: SINGH 18000 International Boulevard South , Suite 510 SeaTac, Washington 98188 206-770-8700 + 888-896-1443 fax 206-770-8703 • 253-882-2033 THANK YOU FOR USING STEWART TITLE . ,.. Subdivision Guarantee The County of KING within which said subdivision is located in a sum not exceeding $1000.00 No ,2 00497497 Fee.$200.00 Subdivision Map of Tract No. Consisting of Sheet (s) and any City That, according to those public records which, under the recording laws, Impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the above referenced subdivision, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedicatio~treets, roads, avenues and other ease- ments offered for dedication by said map are : " The map herelnbefore referred to Is a subdivision of: SEE ~ EXHIBIT Signed under seal for the Company, but this Guarantee is to be valid only when It bears an authorized countersignature. OCTOBER l;h2004 countersigned: ?w4~ ~~ {A IC (Cc < Authorized Count~tu~ • STEWART TT[I.E Conl)8ny SEATAC. WA, SUBDIVISION GUARANTEE CLTA NO. 14 (Rev . 4-10-75) 10613 PLEASE MAIL TO HOUSTON-POLICY ACCOUNTING SUBDIVISION GUARANTEE Guarantee No .: SG-1572-10613 Order Number: 200497497 Reference Number: SINGH Effective Date : October 5, 2004 Subdivision Guarantee : Sales Tax : Total : $200 .00 $17 .60 $ 217 .60 OWNERS : GURDEV SINGH AND KULDIP S. TUMBER , EACH AS A SEPARATE ESTATE LEGAL DESCRIPTION : LOT 2, SHORT PLAT NUMBER 482007 , ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 8303080870, RECORDS OF KING COUNTY , WASHINGTON . SUBJECT TO: 1. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN : SOOS CREEK WATER AND SEWER DISTRICT AND : WILSON 2 X PARTNERS RECORDED : JULY 29, 1994 RECORDING NUMBER : 9407292564 PURPOSE: DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT 2 . RESTRICTIONS , CONDITIONS , DEDICATIONS , NOTES , EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORD IN G NO . 8303080870 . 3. GENERAL TAXES . THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH . THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 5r. YEAR: 2004 AMOUNT BILLED : $2,705 .96 AMOUNT PAID: $1,352 .98 AMOUNT DUE : $1 ,352 .98, PLUS INTEREST AND PENAL TY , LEVY CODE : TAX ACCOUNT NO.: ASSESSED VALUATION : LAND : IMPROVEMENTS : Guarantee No : SG-1572 -10613 IF DELINQUENT 4260 322305-9038-07 $ 84 ,000 .00 $127,000.00 SUBDIVISION GUARANTEE 4 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF : GRANTOR: GURDEV SINGH AND SURJIT KAUR , HUSBAND AND TRUSTEE: BENEFICIARY : AMOUNT : DATED : RECORDED : RECORDING NO .: WIFE PRLAP , INC . BANK OF AMERICA , N.A. $240 ,000 .00 JUNE 23, 2004 JUNE 25 , 2004 20040625002233 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: GURDEV SINGH AND SURJIT KAUR , HUSBAND AND TRUSTEE : BENEFICIARY : AMOUNT: DATED : RECORDED: RECORDING NO .: Guarantee No : SG-1572- WIFE PRLAP , INC . BANK OF AMERICA , N.A. $45 ,000.00 JUNE 23 , 2004 JUNE 25 , 2004 20040625002234 SUBDIVISION GUARANTEE The Company's liability for this report is limited to the compensation received . Th is report is based on the Company's property records, and no liability is assumed for items misindexed or not indexed in the public records , or for matters which would be disclosed by an inquiry of parties in possession or by an accurate survey or inspection of the premises . This report and the legal description given herein are based upon information suppl ied by the app licant as to the location and identification of the premises in question , and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title , an examination of or opinion as to the sufficiency or effect of the matters shown , or an opinion as to the marketability of title to the subject premises . I certify this is a true accurate reflection of those documents on file at the King County Court House , Seattle , Washington as of the date and time referenced above . Sunny Johnson :de Guarantee No : SG-1572- ORDER NO :. 200497 497 N . ;~ • "" ,, ~· q • • ' ~ I I07.0I 70.lll ~ "·'' .. ~ .,c I! 18 ... •• 1 ~.~ ------~--- ..J SE . 192f'O. ST ---------..... ---13'Gl.42----------- -_., :IOI.-.IC,,,...,,~..,.,, JIii)(.._, Al'-..._, Hr,,~.,,..,...,~,~,~ ~-----~~- This ske tch is provided without charge for information. It is nct intended to show all matte rs related to the property including, but not limited to area, dimensions, encroachments or location s of boundaries. H's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIAB I LITY for any matter re lated to this sketch . Reference shou ld be made to an accurate survey for further information . c§!ewar1: 18000 International Boulevard South , Suite 510 SeaTac, Washington 98188 206-770-8700 + 888-896-1443 fax 206-770-8703 + 253-882-2033 COPIES OF DOCUMENTS ORDER NUMBER: 200497497 FOR PROPERTY ADDRESS : 11328 SOUTHEAST 192ND STREET , RENTON , WA 98055 20040626002232.001 APTBR RECORDING MAIL TO GURDEV SINGH 11328 SE 192ND STREET RENTON , WA 98055 IHHIHHHMIH 20040625002232 STEWMJ TITLI 11D 21 H PAGEN OF I Z H/M/ZH4 1 '41 KING COUNTY, WA E2050022 111/20/ZH: 111:32 l<f NG COlJN t I UA SAf: p e:r.: :: PAGltel OF tel Plied for Record at Request of Phoenix Escrow, Inc Escrow Number 4019542 Statutory Warranty Dee d r :"\ tlv-)L\ ~li·f ~WART TITLE Grantor(s) BINH YEN KIM Grantee(s) GURDEV SINGH, SURJIT KAUA AbbreVJated Legal· SHORT PLAT 482007, REC NO 8308080870 Add1uonal lega l(s) on page Assessor's Tax Parcel Numbcr(s) 322305-9038-07 THE GRANTOR BINH YEN KIM, a marned person as her separate estate for and m collSl deration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION m band paid , convey s and warrants to GURDEV SINGH and SURJIT KAUR, husband and wife the followmg dcscnbed real estate, situated m the County of KING , State ofWaslungton LOT 2, SHORT PLAT NUMBER 482007,ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 8308080870, RECORDS OF KING COUNTY, WASHINGTON See Attached Bxlubu A Dated this 23rd day of June , 2004 By BIN~ By--------------By ______________ _ STATBOP WASHINGTON } SS County of .:.K.:.:;IN:...:.G=----------'} I certify that I know or have sansfactory CVJdence that ::.B:.;,.IN:.;,.H:...Y:..:E:::.N.:..K:...:.l::..:M.:._ _______ _ 1s the person who appeared before me, and said person aclcnowledaed that s_h..;;.e __ signed thts U1Strumcnt aiiiiacknowledge 1t to be her free and voluotazy ac t for the uses and purposes menuoned m this mstrument Dated Jun e .,. J!/.--{l(/' MARSHA BOYD NoUIJ)' Pubhc m and for the State of WASH INGTON Residing at .,_R:::E:,,.,N:...:.T.:::O~N'---,--,-------- My appomuncnt cxpues 3/=29/=2:.:0:..::0.=.6 _____ _ LPB-10 Exhibit A SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, PROVISIONS AND AGREEMENTS AS ATIACHED HERETO AS EXHIBIT 'A" AND BY THIS REFERENCE MADE A PART HEREOF REFERENCE TO THE ABOVE IDENTIFIED DOCUMENTS SHOULD BE MADE FOR FULL PARTICULARS SUBJECT TO 1 AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN SOOS CREEK WATER AND SEWER DISTRICT AND WILSON 2 X PARTNERS RECORDED JULY 29, 1994 RECO RDING NO 9407292564 PURPOSE DEVELOPER EXTENSION REIMBURSEMEN T AGREEMENT 20040626002232.002 2 RESTRICTIONS , CONDITIONS, DEDICATIONS, NOTES, EASEM ENTS AN D PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO 8303080870 Pa1ol LPB-10 200409160 01172.001 1111111111111111 20040915001172 Relum to . KuJd1p s Tnmher 19100 104th Pl. SE Renton, WA 98055 ~~~AP.g OCD 21 II :,~gw~1v~2u:• E2069804 H/111/2114 lid' KlMG COUNi'(, TAX , SALi $1 i, a PACliH1 OF Ht QUIT CLAIM DEED ~ PACIFIC NORTI-IWEST TITLE THEORANfOR Gurdev Singh & SurJit Kau H&W for and m c:ons1dcratlon of no consideration love and effection only conveys and quit clalms to Gurdev Singh and Kuldip S. Tumber, as separate Estate. the following described real estate, situated in the County or K 1 ng State or Washlhgton, together with all after acquired lllle or the grantor(s) therein Lot 2, Short plat number 482007, according to the short plat recorded under recording number 8303080870, records of King County, Wasmington. Addttlonal on page __ Assessor's Tax Parcel ID# _::f.3~2.!<2.>l.3.ltO..,_Sc.::-:.iil.9~0""3~8..::-:.i.Pu7c__ _______ _ i-----N~~~;.-----; I I I I I I I I I I I I I I I I I I I I I I STATE OF WASHINOTON, } ss County of _K......_1 ,...n.wg __ _ I I I I I hereby certify that I know or have satisfactory evidence 1 ---------------1 that Gurdev Singh & Sur;;i it Kau aod . K11ld1p S Tumber 11 the penon(1) who appeared beroro me, and said person(s) acknowledged that (he, she, they) signed this Instrument and acknowledged It to be (his, her, their) free and voluntary act for the uses and purposes mentioned in this instrument A ..,... _ Dated <f/Jlf/o'f ...-.'"~~I¥ Notary Public m and for the State of Washington residing at = ~ My appomtmen~7 ~L Printed Name ,t )/~ U'0· 12(r) 11196 l0 d Ord« Number 200 CW64 EXHJBIT"A" LOT 2, SHORT PLAT NUMBER 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER ~70, RECORDS OF KING COUNTY, WASHINGTON 20040915001172.002 ', l .. !CC022l6 01 ~j 12 s 1 v002 2 1 1nr Return To LOAN # 6931554023 1-11111 ~I IHll 111 20040625002233 sTEUARI TIT~E DT 48 ee PAGEH OF ezt ee1zs1zee4 1s .41 IC JNG COU NTY, UA FL9-700-01-01 JACKSONVILLE POST CLOSING BANK OF AMERICA 9000 SOUTHSIDE BLVD BLDG 700, FILE RECEIPT DEPT JACKSONVILLE, FL 32256 Assessor's Parcel or Account Number 322305903807 Abbrev1ated Legal Descr1pt1on n. _ 0 v «l 0 2 00406 25002233.001 Lt . ?-,C:..X>~ L/ &9u01 , t l.U. o 30 ~Oo o,. ([nclude lot, bl~("and plat or sect1on, townsh1p an.d rangol Pull legal descript1on located on page THREE Trustee PRLAP, I NC --------[Space Above Thi s Line Po.r Reco.rdi n g Data] -------- DEED OF TRU~ LOAN # 6931554023 J. I ,/Jl)J L/~fRL( WA Rt TITLE DEFINITIONS Words used 1n mult1ple sections of th1s document are defmed below and other words are defmed m Sect1ons 3, 11, 13, 18, 20 and 21 Certain rules regard1ng the usage of words used m th1s document are also prov1ded m Sect10n 16 (A) "Secu rity Instrument" means this doc ument, which 1s dated JUNE 23, 2004 together w1th all Riders to trus document (B) "Bor rower" 1s GURDEV SINGH AND SURJIT KAU~', husband and wife Borrower 1s the trustor under this Security Instrument {C) "Lender" 1s BANK OF AMER I CA, N A WASHINGTON-Singlo Family-Fannae MaeJP.reddie Mac UNIFORM I NSTRUMENT Po.rm 3048 1/01 G -6 (W Al (0012) Pag: 1 of IS lrut1als 6._ S If VMP MORTGAGE FORMS -(800)521-7291 CW/~ 06/23/04 5 42 PM 6931554023 11111111111111111111 111 1111 11 111111 20040625002233 .002 Lender 1s a NAT I ONAL BANK I NG ASSOC l AT I ON orgamzed and extstmg under the laws of THE UN I TED ST ATES OF AMER I CA Lender's address 1s 300 ELL INWOOD WAY, SU I TE 201 , PLEASANT HI LL, CA 946230000 Lender 1s the beoef1c1ary under this Secunty Instrument (D) "Trustee" ts PRLAP , I NC (E) "Note" means the promissory note signed by Borrower and dated JUNE 23, 2004 The Note states that Borrower owes Lender TWO HUNDRED FORTY THOUSAND AND 00/ 100 Dollars (U S $ 240, 000 00 ) plus interest Borrower has promised to pay this debt tn regular Periodic Payments and to pay the debt tn fuU not later than JULY 01, 2034 (F) "Property" means the property that 1s described below under the headmg "Transfer of Rights in the Property " ( G) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under thts Security Instrument, plus mterest (H) "Riders" means all Rtders to this Secunty Instrument that are executed by Borrower The followmg Riders are to be executed by Borrower [check box as applicable) § AdJustable Rate Rider Balloon Rider VA R ider § Condomiruum Rider · § Second Home Rider Planned Unit Development Rider 1-4 Family Rider B1weekly Payment Rider Other(s) [spectfyl (I) "Apphcable Law" means all controlltng applicable federal, state and local statutes, regulatlons, ordmances and adm.101strat1ve rules and orders (that have the effect of law) as well as all apphcable fmal, non-appealable JUd1c1al opinions (J) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condomiruum assoc1at1on, homeowners association or sim1lar organization (K) "Electronic Funds Transfer" means any transfer of funds, other than a transact10n ongmated by check, draft, or similar paper instrument, whtch 1s 101t1ated through an electroruc terminal, telephomc instrument, computer, or magnetic tape so as to order, instruct, or authorize a f10anc1al 1nst1tut10n to debit or credit an account. Such term includes, but 1s not limited to, pomt-of-sale transfers, automated teller machine transactions, transfers 1rutiated by telephone, wire transfers, and automated clearinghouse transfers (L) "Escrow Items" means those items that are desert bed in Section 3 (M) "Miscellaneou s Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described 10 Section 5) for (1) damage to, or destruction of, the Property, (u) condemnation or other taking of all or any part of the Property, (111) conveyance 10 lieu of condemnati on, or (1v) m1srepresentat1ons of, or om1ss1ons as to, the value and/or condition of the Property (N) "Mortgage Insurance" means insurance protecttng Lender against the nonpayment of, or default on, the Loan. (0) "Periodic Payment" means the regularly scheduled amount due for (1) principal and interest under the Note, plus (u) any amounts under Section 3 of this Secunty Instrument (P) "R ESP A" means the Real Estate Settlement Procedures Act (12 US C Section 2601 et seq ) and 1ts 1mplement1ng regulation, Regulation X (24 CF R Part 3500), as they might be amended from time to t1me, or any additional or successor legislation or regulation that governs the same subJect matter As used in this Secunty Instrument, wRESPA" refers to all requirements and ~-6(WA) (0012) Pogo 2 ot 1S fotttals e ;:> > r( Form 3048 1/01 CVWA 06/23/04 5 42 PM 6931554023 20040625002233.'003 restnctions that are imposed tn regard to a "federally related mortgage loan" oven if the Loan does not qualify as a "federally related mortgage loan" under RESPA (Q) "Successor m Interest of Borrower" means any party that has taken t1tle to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument TRANSFER OF RIGHTS IN THE PROPERTY This Security Ins trument secures to Lender {1) the repayment of the Loan, and all renewals, extensions and modtf1cations of the Note, and {ii) the performance of Borrower's covenants and agreements under this Secunty Instrument and the Note For this purpose, Borrower irrevocably grants and conveys to Trustee, m trust, with power of sale, the following described property located tn the COUNTY of KI NG [Typo of Recorduig Jumd!ot1onl [Name of Recordmg Junsdictio.nl LOT 2, SHORT PLAT NUMBER 482007 , ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 8303080870, RECORDS OF KING COUNTY, WASHINGTON Parcel ID Number 322305903807 11328 SOUTHEAST 192ND STREET REN TON ( 11 Property Address 11 ) which currently has the address of [Cityl. Washington 98055 [Street) [Zap Code) TOGETHER WITII all the improvements now or hereafter erected on the property, and all easements, appurtenances, and f 1xtures now or hereafter a part of the property All replacements and additions shall also be covered by this Security Instrument All of the foregomg 1s referred to m this Secunty Instrument as the "Property " BORROWER COVENANTS that Borrower 1s lawfully se1sed of the estate hereby conveyed and has the nght to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record Bar.rower warrants and will defend generally the title to the Property against all clatms and demands, sub;ect to any encumbrances of record. THIS SECURITY INSTRUMENT combtnes uruform covenants for national use and non-uniform covenants with limited vanations by Jur1sdict1on to constitute a uruform secunty instrument covermg real property UNIFORM COVENANTS Borrower and Lender covenant and agree as follows· 1 Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Borrower shall pay when due the prmcipal of, and interest on, the debt evidenced by the ln1ttels (5 S H, .-Form 3048 1/01 ~-6(WA) (0012) Page 3 of 1S CVWA 06/23/04 5 42 PM 6931554023 20040625002233.004 Note and any prepayment charges and late charges due under the Note Borrower shall also pay funds for Escrow Items pursuant to Section 3. Payments due under the Note and tlus Security Instrument shall be made in US currency However, 1f any check or other instrument received by Lender as payment under the Note or this Security Instrument 1s returned to Lender unpaid, Lender may requJ.re that any or all subsequent payments due under the Note and this Security Instrument be made 10 one or more of the following forms, as selected by Lender (a) cash, (b) money ordor, (c) cert1f1ed check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an mst1tut1on whose deposits are insured by a federal agency, instrumentality, or entity, or (d) Electronic Funds Transfer Payments are deemed received by Lender when received at the location designated m the Note or at such other location as may be dOS1gnatcd by Lender 10 accordance with the notice prov1s1ons m Sectton 15 Lender may return any payment or partial payment if the payment or partial payments are 10suff1c1ent to bring the Loan current Lender may accept any payment or partial payment insuff1c1ent to brmg the Loan current, without waiver of any rights hereunder or preJudice to its rights to refuse such payment or partial payments in the future, but Lender 1s not obhgated to apply such payments at the time such payments are ac cepted U each Periodic Payment is apphed as of 1ts scheduled due date, then Lender need not pay interest on unapphed funds Lender may hold such unapphed funds until Borrower makes payment to brtng the Loan current If Borrower does not do so within a reasonable period of time, Lender shall either apply such funds or return them to Borrower If not applied earlier, such funds will be apphed t o the outstandrng prmc1pal balance under the Note immediately prior to foreclosure No offset or claim which Borrower might have now or in the future agamst Lender shall relieve Borrower from maktng payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument 2 Apphcatton of Payments or Proceeds. Except as otherwise described m this Section 2, all payments accepted end applted by Lender shall be applied m the followmg order of priority (a) mterest due under the Note, (b) principal due under the Note, (c) amounts due under Section 3 Such payments shall be apphed to each Penodlc Payment m the order 10 which 1t became due Any romammg amounts shall be apphed first to late charges, second to any other amounts due under this Security Instrument, and then to reduce the principal balance of the Note. If Lender receives a payment from Borrower for a deltnquent Penod1c Payment which includes a suff1c1ent amount to pay any late cha rg e due, the payment may be applied to the delinquent payment and the late charge If more than one Penod1c Payment 1s outstanding, Lender may apply any payment received from Borrower to the repayment of the Penodic Payments if, and to the extent that, each payment can be paid 10 full To t he extent that any excess eXtsts after the payment is applied to the full payment of one or more Periodic Payments, such excess may be apphed t o any late charges due Voluntary prepayments shall be applted first to any prepayment charges and then as descn bed m the Note Any apphoatlon of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic Payments. 3 Funds for Escrow Items Borrower sha ll pay to Lender on the day Per1odlc Payments are due under the Note, until the Note is paid 10 full, a sum (the "Funds") to provide for payment of amounts due for (a) taxes and assessments and other items which can attain pr1onty over this Security Instrument as a hen or encumbrance on tho Property, (b) leasehold payments or ground rents on the Property, if any , (c) premiums for any and all msurance required by Lender under Sect10n 5; and (d) Mortgage Insurance premmms, 1f any, or any sums payable by Borrower to Lender tn li eu pf the payment of Mortgage Insurance premtums m accordance with the provisions of Section 10 These items are called "Escrow Items" At ongmat.Jon or at any time durtng the Q-6(WA) (0012) ii Page 4 of 15 1.n1t1a1s ~S K ' F orm 3048 1/01 CVol/A 06/23/04 5 42 PM 6931554023 20040 626002233.006 term of the Loan, Lender may require that Community Association Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item Borrower shall promptly furnish to Lender all notices o! amounts to be paid under thrs Section Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obhgation to pay the Funds for any or aU Escrow Items Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any time Any such waiver may only be in writing In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for wh1ch payment of Funds has been waived by Lender and, 1f Lender requires, shall furntsh to Lender receipts ev1denc10g such payment within such time period as Lender may requU"e Borrower's obhgation to make such payments and to provide rece1pts shall for all purposes be deemed to be a covenant and agreement contained in tlus Secunty Instrument, as the phrase "covenant and agreement" is used in Sectton 9 If Borrower is obligated to pay Escrow Items directly, pursuant to a watver, and Borrower faus to pay the amount due for an Escrow Item, Lender may exercise its nghts under Section 9 and pay such amount and Borrower shall then be obltgated under Sect1on 9 to repay to Lender any s uch amount Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given m ac cordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds, and m such amounts, that are then required under this Section 3. Lender may, at any time, collect and hold Funds in an amount (a) suff1c1ent to permit Lender to apply the Funds at the time spec1f1ed under RESPA, and (b) not to exceed the maximum amount a lender can require under RESPA Lender shall estimate the amount of Funds due on the ba sis of current data and reasonable estimates of expenditures of future Escrow Items or otherwise 10 accordance with Applicable Law The Funds shall be held in an 10stitut10n whose deposits are 10sured by a federal agency, instrumentality, or ent1ty (mcluding Lender, if Lender is an institution whose deposi ts are so insured) or in any Federal Home Loan Bank Lender shall apply the Funds to pay the Escrow Items no later than the time spec1fied under RESPA . Lender sh.all not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow Item s, unless Lender pays Borrower mterest on the Funds and Applicable Law perm1ts Lender to make such a charge Unless an agreement is made 10 writing or Applicable Law requ1res mterest to be paid on the Funds, Lender shall not be required to pay Borrower any mterest or earomgs on t he Funds Borrower and Lender can agree in wntmg, however, that interest sh.all be paid on the Funds Lender shall g1ve to Borrower, without charge, an annual accounting of the Funds as required by RESP A If there 1s a surplus of F unds held m escrow, as defined under RESPA, Lender shall account to Borrower for the excess funds m accordance w1th RESP A If there is a shortage o! Funds held 10 escrow, as defined under RESP A, Lender shall not1fy Borrower as required by RESP A, and Borrower shall pay to Lender the amount necessary to make up the shortage 10 accordance with RESP A, but m no more than 12 monthly payments If there 1s a def1c1ency of Funds held in escrow , as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deficiency 10 accordance w1th RESP A, but in no more than 12 monthly payments Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender 4 Charges, Liens Borrower shall pay all taxes, assessments, charge.s, fines, and impositions attributable to the Property which can atta10 pr1ority over this Secur1ty Instrument, leasehold payments or ground rents on the Property, 1f any, and Community Association Dues, Pees, and Assessments, 1f any To the extent that these items are Escrow Items , Borrower shall pay them in the manner provided tn Section 3 G-6(WA) (0012) ~ CVNA 06/23/04 5 42 PM 6931554023 Page 5 of 15 In1tt11ls t:...s__ $ k., Forro 3048 1/01 20040625002233.006 Borrower shall promptly d1scharge any lien wluch has pnority over this Secunty Instrument unless Borrower (a) agrees tn writing to the payment of the obltgatton secured by the hen tn a manner acceptable to Lender, but only so long as Borrower 1s performing such agreement, (b) contests the hen m good faith by, or defends against enforcement of the hen m, legal proceechngs which in Lender's op1nton operate to prevent the enforcement of the hen while those proceedings are pend1ng, but only until such proceed1ngs are concluded, or (c) secures from the holder of the !ten an agreement satisfactory to Lender subordmatmg the lten to this Secunty Instrument If Lender determines that any part of the Property 1s subJect to a lien which can attain priority over this Secunty Instrument, Lender may give Borrower a notice identifymg the hen Within 10 days of the date on which that notice 1s given, Borrower shall satisfy the hen or take one or more of the actions set forth above m this Section 4 Lender may require Borrower to pay a one""t1me charge for a real estate tax ver1f1cat1on and/or reportlng service used by Lender tn connection w1th this Loan 5. Property Insu rance, Borrower shall keep the improvements now existing or hereafter erected on the Property insured agamst loss by fire, hazards included withm the term "extended coverage," and any other hazards mcludtng, but not limited to, earthquakes and floods, for which Lender requues msurance This insurance shall be maintained m the amounts (mcludmg deductible levels) and for the periods that Lender requires What Lender requires pursuant to the preceding sentences can change dunng the term of the Loan The msurance carrier providmg the insurance shall be chosen by Borrower subJect to Lender's nght to disapprove Borrower's choice, which nght shall not be exercised unreasonably. Lender may require Borrower to pay, 10 connection with this Loan, either (a) a one-time charge for flood zone determmat1on, certificatton and tracking services, or (b) a one""tlme charge for flood zone determination and cert1f1cat1on services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or cert1f1cation. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency m connection with the review of any flood zone determmation resulting from an obJect10n by Borrower. If Borrower fails to mamtam any of the coverages described above, Lender may obtain insurance coverage, at Lender's option and Borrower's expense Lender 1s under no obligation to purchase any particular type or amount of coverage Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity 10 the Property, or the contents of the Property, again st any nsk, hazard or liability and might provide greater or lesser coverage than was previously 10 effect Borrower acknowledges that the cost of the insurance coverage so obtained might signtficantly exceed the cost of insurance that Borrower could have obtained Any amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by th1s Security Instrument These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such 10terest, upon notice from Lender to Borrower requesting payment All insurance poltetes required by Lender and renewals of such pohcies shall be sub1ect to Lender's nght t o disapprove such poltc1es , shall include a standard mortgage clause, and shall name Lender as mortgagee and/or as an additional loss payee Lender shall have the right to hold the policies and renewal cert1f1cates If Lender requtres, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices If Borrower obtains any form of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such poltcy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee In the event of loss, Borrower shall give prompt notice to the tnsurance earner and Lender Lender may make proof of loss 1f not made promptly by Borrower Unless Lender and Borrower otherwise agree m wrtttng, any msurance proceeds, whether or not the underlying insurance was In1t1als e) s. k, Por ro 3048 1101 ~-6(WA) (0012) Pago 6 of 15 CVWA 06/23/04 5 42 PM 6931554023 20040625002233.007 required by Lender, shall be apphed to restoration or repair of the Property, 1f the restoration or repair 1s economically feasible and Lender's security 1s not lessened During such repair and restoration penod, Lender shall have the right to hold such 10surance proceeds until Lender has had an opportumty to inspect such Property to ensure the work has been completed to Lender's sat1sfact1on, provided that such 1nspect1on shall be undertaken promptly Lender may disburse proceeds for the repairs and restoration tn a single payment or m a senes of progress payments as the work 1s completed Unless an agreement is made in wr1t10g or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any mterest or earmngs on such proceeds Fees for public adJusters. or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shaJl be the sole obligation of Borrower If the restoration or repatr 1s not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, 1f any, paid to Borrower Such 10surance proceeds shall be applied in the order provided tor m Section 2 If Borrower abandons the Property, Lender may file, negotiate and settle any avatlable insurance clatm and related matters If Borrower does not respond within 30 days to a notice from Lender that the insurance earner has offered to settle a claim, then Lender may negotiate and settle the claim The 30-day penod will begin when the notice ts given In either event, or 1f Lender acquires the Property under Sect10n 22 or otherw1se, Borrower hereby assigns to Lender (a) Borrower's rights to any UlSUrance proceeds 10 an amount not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) any other of Borrower's rights (other than the right to any refund of unearned prenuums pa1d by Borrower) under all msurance pohcies covering the Property, msofar as such rights are applicable to the coverage of the Property Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpa1d under the Note or t his Security Instrument, whether or not then due 6. Occupancy Borrower shall occupy, establish, and use the Property as Borrower's pr10c1pal residence w1th10 60 days after the execution of this Secunty Instrument and shall contmue to occupy the Property as Borrower's prmc1pal residence for at least one year after the date of occupancy, unless Lender otherwise agrees m wntmg, which consent shall not be unreasonably w1thheld 1 or unless extenuating ctrcumstances exist wh1ch are beyond Borrower's control 7 Preservation, Maintenance and Protection of tho Property, Inspections. Borrower shall not destroy, damage or 1mpa1r the Property, allow the Property to detenorate or commit waste on the Property Whether or not Borrower 1s residing m the Property, Borrower shall maintam the Property m order to prevent the Property from detenorat10g or decreasing m value due to 1ts condit1on. Unless it 1s determined pursuant to Section 5 that repair or restoration 1s not econom1ca1ly feas1ble, Borrower shall promptly repair the Property 1f damaged to avoid further detenoration or damage If msurance or condemnat10n proceeds are paid 10 connect10n with damage to, or the taking of, the Property, Borrower shall be responsible for repamng or restoring the Property only 1f Lender has released proceeds for such purposes Lender may disburse proceeds for the repairs and restoration in a single payment or 10 a senes of progress payments as the work 1s completed If the 10surance or condemnation proceeds are not sufficient to repatr or restore the Property, Borrower is not relieved of Borrower's obhgatton for the complet10n of such repair or restorat1on Lender or its agent may make reasonable entries upon and inspections of the Property If it has reasonable cause, Lender may mspect the interior of the improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an mtenor inspection spec1fy1ng such reasonable cause G ~(WA) (0012) It Cl/WA 06/23/04 5 42 PM 6931554023 Pago 7 of 15 lrut1ala .£s._ S k , Form 3048 1/01 20040625002233.008 8. Borrower's Loan Application. Borrower shall be m default if, during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent gave materially false, mtsleading, or inaccurate information or statements to Lender (or faded to provtde Lender with mater1al information) in connection with the Loan Matenal representations mclude, but are not hmited to, representations concerning Borrower's occupancy of the Property as Borrower's principal residence 9 Protection of Lender's Interest in the Property and Rights Under this Security Instrument. If (a) Borrower fails to perform the covenants and agreements contamed m this Security Instrument, (b) there is a legal proceedrog that might sigruf1cantly affect Lender's 10terest m the Property and/or nghts under thts Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a hen which may attain prior1ty over this Security Instrument or to enforce laws or regulattons), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever ts reasonable or appropnate to protect Lender's interest tn the Property and rights under this Security Instrument, including protecting and/or assessmg the value of the Property, and securing and/or repamng the Property Lender's act10ns can include, but are not hnuted to (a) paymg any sums secured by a hen which has priority over this Security Instrument, (b) appearing m court, and (c) paying reasonable attorneys' fees to protect 1ts mterest tn the Property and/or rights under this Security Instrument, mcludmg its secured poStt.ton 10 a bankruptcy proceeding Securing the Property mcludes, but 1s not limited to, entering the Property to make repairs, change locks, replace or board up doors and windows, dram water from pipes, eliminate bu1ldmg or other code v10lat1ons or dangerous cond1t1ons, and have ut1ht1es turned on or off Although Lender may take action under thts Sect1on 9, Lender does not have to do so and 1s not under any duty or obligation to do so It 1s agreed that Lender incurs no ltab1ltty for not takmg any or all actions authonzed under this Section 9. Any amounts disbursed by Lender under this Section 9 shall become addtt1onal debt of Borrower secured by th1s Security Instrument These amounts shall bear m terest at the Note rate from the date of disbursement and shall be payable, with such mterest, upon nonce from Lender to Borrower requesting payment If this Security Instrument 1s on a leasehold, Borrower shall comply with all the provisions of the lease If Borrower acquires fee title to the Property, the leaseho ld and the fee title shall not merge unless Lender agrees to the merger m wr1tmg. 10. Mortgage Insurance. If Lender required Mortgage Insurance as a cond1t1on ot making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance m effect If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be avallable from the mortgage insurer that previously provtded such 1nsurance and Borrower was requ1red to make separately designated payments toward the premiums for Mortgage Insurance, Borrowe r shall pay the prem iums required to obtam coverage substantially equJvalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously m effect, from an alternate mortgage msurer selected by Lender If substantially equiva lent Mortgage Insurance coverage is not avatlable, Borrower shall contmue to pay to Lender the amount of the separately des1gnated payments that were due when the rnsurance coverage ceased to be 10 effect Lender will accept, use and r etam these payments as a non-refundable loss reserve 10 lieu of Mortgage Insurance Such l oss reserve shall be non-refundable, notwithstanding the fact that the Loan 1s ultimately prud m full, and Lender shall not be required to pay Borrower any interest or earnmgs on such loss reserve Lender can no longer require loss reserve payments if Mortgage Insurance coverage (in the amount and for the period that Lender requires) provided by an insurer selected by Lender agam becomes available, 1s obtained, and Lender requires separately des1gnated payments toward the premiums for Mortgage Insurance If Lender required Mortgage Insurance as a condition ot making the Loan and G,\·6(WA) (0012) Pago 8 ot 1S Initials f:( \ S /-( f Form 9043 1/01 CVWA 06/23/04 5 42 PM 6931554023 20040625002233:1)()91 Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance Borrower shall pay the premiums required to mamtain Mortgage Insurance 1n effect or to pro'.v1de a non-refundable loss reserve, until Lender's requirement for Mortgage Insuranc~ ends in accordance with any written agreement between Borrower and Lender providmg for such terminat1on or until terminat10n 1s required by Appltcablo Law Nothing 10 this Section 10 affects Borrower 's obhgation to pay interest at the rate provided rn the Note Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may incur if Borrower does not repay the Loan as agreed Borrower ts not a party to the Mortgage Insurance. Mortgage insurers evaluate their total nsk on all such wsurance 10 force from time to time, and may enter 10to agreements with other parties that share or mod1fy their nsk, or reduce losses These agreements are on terms and cond1t1ons that are satisfactory to the mortgage insurer and the other party (or parties) to these agreements These agreements may require the mortgage insurer to make payments using any source of funds that the mortgage insurer may have available (whtch may include funds obtamed from Mortgage Insurance premiums) As a result of these agreements, Lender, any purchaser of the Note, another insurer, any reinsurer, any other entity, or any afftlJate of any of the foregowg may receive (directly or indirectly) amounts that denve from (or might be characterized as) a portion of Borrower's payments for Mortgage Insurance, m exchange for shanng or modifying the mortgage msurer's r1sk 1 or reducing losses If such agreement provides that an af ftl1ate of Lender takes a share of the insurer's nsk m exchange for a share of the premiums p81d to the msurer, the arrangement 1s of ten termed "captive reinsurance." Further (a) Any such agreements wtll not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan Such agreements will not increase the amount Borrower will owe for Mortgage Insurance, and they will not entitle Borrower to any refund (b) Any such agreements will not affect the .rights Borrower has -if any -with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law. These .rights may mclude the nfht to rece1ve certain disclosures, to request and obtatn cancellation of the Mortgage nsurance, to have the Mortgage Insurance termmated automat1calty1 and/or to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination 11. Assignment of Miscellaneous Proceeds, Forfeiture All Miscellaneous Proceeds are hereby assig_ned to and shall be paid to Lender If the Property 1s damaged , such Miscellaneous Proceeds shall be applied to restoration or repair of the Property, 1f the restorati.on or repair 1s eoonomically feasible and Lender's secunty 1s not lessened Durtng su ch repair and restoration pertod, Lender shall have the nght to hold such Miscellaneous Proceeds until Lender has had an opporturuty to inspect such Property to ensure the work has been completed to Lender's sattsfact10n,/rovtded that such mspectton shall be undertaken promptly Lender may pay for the repairs an restoration in a single disbursement or m a senes of progress payments as the work 1s completed Unless an agreement 1s made in wntmg or Appltcable Law requires interest to be pa1d on such Miscellaneous Proceeds, Lender shall not be required to pay Borrower any mterest or earrungs on such Miscellaneous Proceeds H the restorat1on or repair 1s not econom1cally feasible or Lender's security would be lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, 1f any, pa1d to Borrower Such Miscellaneous Proceeds shall be appl.Jed m the order prov1ded for tn Section 2. In the event of a total taking, destruction, or loss m value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by t his Secunty Instrument, whether or not then due, with the excess, tf any,Ja1d to Borrower In the event of a part! taking, destruction, or loss tn value of the Property tn which the fatr market value of the Property 1mmed1ately before the partial taking, destruct1on1 or Joss m value 1s equal to or greater than the amount of the sums secured by this Security Instrument 1romed1ately before the partial taktng, destruction, or loss in value, unless Borrower and Lender otherwise ag ree tn wnting, the sums secured by this Security Instrument shall be reduced by the amount of the Mis cellaneous Proceeds mult1phed by the followmg fraction (a) the total amount of the sums sec ured 1mmed1ately before the partial taking, destruction, or loss in value divided by (b) the fair --6 (W A) (0012) P&ge 9 of 15 In1t1als -!{; \ Sk Form 3048 1/01 CVil.A 06/23/04 5 42 PM 6931554023 20040625002233.010 market value of the Property 1mmed1ately before the partial taking, destruction, or loss 10 value Any balance shall be paid to Borrower In the event of a partial taking, destruction, or loss 10 value of the Property 10 whtch the fair market v alue of the Property immediately before the partial taking, destruction, or loss rn value 1s less than the amount of the sums secured 1mmed1ately before the partial taking, destruction, or loss m value, unless Borrower and Lender otherwise agree in wnting, the M1Scellaneous Proceeds shall be applied to the sums secured by thts Security Instrument whether or not the sums are then due If the Property 1s abandoned by Borrower, or tf, after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a olaJm for damages, Borrower fails to respond to Lender w1thtn 30 days after the date the notice 1s given, Lender 1s authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Pr~rty or to the sums secured by th1s Security Instrument, whether or not then due. "Opposing Party" means the thtrd party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action 10 regard to Miscellaneous Proceeds Borrower shall be m default if any actJ.on or proceeding, whether civ1l or cnmtnal, 1s begun that, rn Lender's Judgment, could result m forf e1 t ure of the Property or other matenal impairment of Lender's 10terest tn tho Property or rights under this Security Instrument Borrower can cure such a default and, if acceleration has occurred, re10State as provided m Section 19, by causing the act10n or _proceeding to be dismissed with a ruling that, 10 Lender's Judgment, precludes forfe1ture of the Property or other matenal impairment of Lender's interest m the Property or nghts under this Security Instrument The proceeds of any award or claim for damages that are attributable to the impairment of Lender's mterest in the Property are hereby ass1gned and shall bo paid to Lender All Miscellaneous Proceeds that are not applied to restoration or r epru r of the Property shall be applied in the order provided for in Section 2 12 Borrower Not Released, Forbearance By Lender Not a Waiver. Extension of the time for payment or mod1f1oatton of amort1zatton of th e sums secured by this Security Instrument granted by Lender to Borrower or any Successor tn Interest of Borrower shall not operate to release the ltab1lity of Borrower or any Successors m Interest of Borrower Lender shall not be required to commence proceedmgs agamst any Successor in Interest of Borrower or to refuse to extend time for payment or otherwise modify amorttzatlon of the sums secured by this Secu rity Instrument by reason of any demand made by the original Borrower or any Suc cessors m Interest of Borrower Any forbearance by Lender in exerc1S1llg any right or remedy mcludtng, w1thout ltmitatton, Lender's acceptance of payments from thtrd persons, entities or Su ccessors in Interest of Borrower or in amounts less than the amount then due, shall not be a waiver of or preclude the exerc1se of any nght or remedy 13 . Joint and Several L1ab1hty, Co-s1gners; Successors and Assigns Bound Borrower covenants and agrees that Borrower's obhgati.ons and habtlity shall be JOmt and several However, anr Borrower who co·s1gns this Security Instrument but does not execute the Note (a "co-signer") (a 1s co·s1grung this Secunty Instrument only to mortgage, grant and convey the co·s1gner's interest in the Property under the terms of tlus Security Instrument, {b) 1s not personally obligated to pay the sums secured by th!S Secur1ty Instrument, and (c) agrees that Lender and any other Borrower can agree to extend, modify, forbear or make any accommodations with regard to the terms of this Secur1ty Instrument or the Note without the co·S1gner's consent SubJect to the prov1s1ons of Section 18, any Successor 10 Interest of Borrower who assumes Borrower's obligations under this Secunty Instrument 10 wntmg, and 1s approved by Lender shall obta10 all of Borrower's nghts and benefits under this Security Instrument Borrower shall ~ot be released from Borrower's obhgations and habiltty under this Security Instrument unless Lender agrees to such release m wr1tmg The covenants and agreements of this Security Instrument shall bmd (except as provided i n Sect1on 20) and benefit the successors and ass1gns of Lender 14. Loan Charges Lender may charge Borrower fees for services performed in connection w1th Borrower's default, for the purpose of protectmg Lender's 10terest tn the Property and nghts under this Security Instrument, mcludmg, but not limited to, attorneys' fees, .(>tOperty inspection and valuation fees In regard t o any other fees, the absence of express authority in this Security Instrument to charge a specific fee to Borrower shall not be construed as a proh1b1t1on on the charging of s uch fee Lender may not charge fees that are expressly prohibited by th is Security Instrument or by Applicable Law In1t1als' -es s f< Form 3CM8 1101 --6(WA) (0012) Page 10 of 15 CI/YIA 06/23/04 5 42 PM 6931554023 20040 62 50 02233.011 If the Loan 1s subJect to a law which sets maXJmum loan charges, and that law 1s fmally interpreted so that the interest or other loan charges collected or to be collected m connection with the Loan exceed tho permitted lJnuts, then {a} any such loan ohargo shall be reduced by the amount necessary to reduce the charge to the permitted limit, and (b) any sums already collected from Borrower wh ich exceeded permitted !units wtll be refunded to Borrower Lender may choose to make thLS refund by reducing the principal owed under the Note or by making a direct payment to Borrower If a refund reduces prmc1pal 1 the reduction will be treated as a partial prepayment without any prepayment charge {whether or not a prepayment charge 1s provided for under the Note} Borrower's acceptance of any such refund made by direct payment to Borrower will constitute a wa1ver of any right of action Borrower m1ght have arising out of such overcharge J 5. Notices All notices given by Borrower or Lender m connection with this Secunty Instrument must be in wntmg. Any notice to Borrower 1n connection with this Secunty Instrument shall be deemed to have been given to Borrower when m&Jled by first class matl or when actually delivered to Borrower's notice address if sent by other means Notice to any one Borrower shall constitute notice to all Borrowers unless Appllcable Law expressly requires otherwise The notice address shall be the Property Address unless Borrower has designated a substitute notice address by notice to Lender Borrower shall promptly notify Lender of Borrower's change of address If Lendor spec1f1es a procedure for reporting Borrower's change of address, then Borrower shall only report a change of address throucll that specif 1ed procedure There may be only one designated notice address under this Security Instrument at any one time Any notice to Lender shall be given by dehvenng it or by mathng it by first class mau to Lender's address stated herein unless Lender has designated another address by notice to Borrower. Any notice 10 connection with this Secunty Instrument shall not be deemed to have been given to Lender until actually received by Lender If any notice reqwred by tbts Secunty Instrument ts also required under Applicable Law, the Appl.tcabl e Law requirement wtll satisfy the co rresponding requirement under this Security Instrument 16. Goverrung Law, Severab d 1ty, Rules of Construction . This Security Instrument shall be governed by federal law and the law of the Jur1sd1ct10n m which the Property ts located All nghts and obhgat1oos contained m this Security Instrument are subject to any requirements and ltm1tat10ns of Applicable Law Applicable Law m1ght exphc1tly or implicitly allow tho parties to agree by contract or it m 1ght be Stlent, but such silence shall not be construed as a prob1b1t1on against agreem ent by contract In the event that any prov1s1on or clause of thts Secunty Instrument or the Note conflicts with Appli cable Law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting prov1s1on As used 10 this Security Instrument. (a} words of the masculine gender shall mean and tnclude corresponding neuter words or words of the femirune gender, {b) words Ul the s1ngul ar shall mean and include the plural and vice versa, and (c} the word "may" gives sole discretion without any obltgat1on to take any action 17. B orrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument 18. Tran sfer of the Property or a Benef1c1al Interest m Borrower. As used m this Section 18, "Interest 10 the Property" means any legal or benef1c1al interest 10 the Property, including, but not hmited to, those beneficial interests transferred m a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent of which 1s the transfer of title by Borrower at a future date to a purchaser If all or any part of the Property or any Interest 10 the Property is sold or transferred (or if Borrower 1s not a natural person and a beneficial interest m Borrower ts sold or transferred} without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument However, th1S option shall not be exercised by Lender if such exercise 1s prohibited by Applicable Law If Lender exercises this option, Lender shall give Borrower notice of acceleration The notice sha ll provide a period of not less than 30 days from the date the notice is given m accordance with Section 15 w1thm which Borrower must pay all sums secured by this Security Instrument If Borrower fatls to pay these sums pnor to the expt.rat10n of this per10d, Lender may invoke any remedi es permitted by this Security Instrument without further notice or demand on Borrower ~-6(W A) (0012) Pago 11 of 1S In1t1als e c; 5; /:r, Form 30-48 1/01 CVNA 06/23/0 4 5 42 PM 6931554023 20040625002233.0 12 19 Borrower's Right to ReJ.Jlstate After Accolorahon If Borrower meets certain condtt10ns, Borrower shall have the right to have enforcement of this Security Instrument discontinued at any t1me prtor to the earliest of (a) five days before sale of the Property pursuant to any power of sale contained m this Security Instrument, (b) such other period as Applicable Law nught specify for the termination of Borrower's right to reinstate, or (c) entry of a Judgment enforcing this Secunty Instrument. Those conditions are that Borrower (a) Jays Lender all sums which then would be due under this Security Instrument and the Noto as no acceleration had occurred, (b) cures any default of any other covenants or agreements, (c} pays aH expenses incurred m enforcing tlus Security Instrument, mcludmg, but not limited to, reasonable attorneys' fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest m the Property and rights under thts Secunty Instrument, and (d} takes such action as Lender may reasonably require to assure that Lender's interest tn the Property and nghts under this Secunty Instrument, and Borrower's obhgat1on to pay the sums secured by this Security Instrument, shall contmue unchanged Lender may require that Borrower pay such reinstatement sums and expenses m one or more of the followmg forms, as selected by Lender (a) ca s h, (b) money order, (c) certified check, bank check, treasurer's check or cashier's check, provided any such check 1s drawn upon an mstitution whose deposits are insured by a federal agency, mstrumentahty or entity, or (d) Electronic Funds Transfer Upon remstatement by Borrower, this Secunty Instrument and obhgations secured hereby shall remain fully effect1ve as 1f no acceleration had occurred However, this nght to re1Dstate shall not apply ID the case of acc eleration under Section 18 20. Sale of Note Change of Loan Servicer, Notice of Grievance The Note or a partial interest m the Note (together with this Secunty Instrument) can be sold one or more times without prior notice to Borrower A sale might result m a change m tho entity (known as the "Loan Servicer") that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicmg obligations under tho Note, this Secunty Instrument, and Af phcable Law There also might be one or more changes of the Loan Servicer unrelated to a sale o the Note If there 1s a change of the Loan Servicer, Borrower wdl be given wntten notice of the change which will state the name and address of the new Loan Servicer, the address to which payments should be made and any other information RESPA requires ID oonneotrnn with a notice of transfer of serv1cmg If the Note 1s sold and thereafter the Loan 1s serviced by a Loan Servicer other than the purchaser of the Note, the mortgage loan serv1cmg ob1igat1ons to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purchaser Neither Borrower nor Lender may commence, JOtn, or be Jomed to any JUdic1al act10n (as either an mdividual litigant or the member of a class) that arises from the other party's actions pursuant to this Security Instrument or that alleges that the other party has breached any prov ision of, or any duty owed by reason of, tlus Security Instrument, unttl such Borrower or Lender has not1f1ed the other party (with such notice given m compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a reasonable period after the givmg of such notice to take corrective action If Applicable Law/rovides a ttme period which must elapse before certain action can be taken, that time perio will be deemed to be reasonable for purposes of this para~aph The notice of accelerat10n and opportumty to cure given to Borrower pursuant to Sect1on 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportumty to take corrective actionfrovis1ons of this Section 20. 2 Hazardous Substances As used in this Section 21 (a) "Hazardous Substances" are those substances defmed as toxic or hazardous substances, pollutants, or wastes by Environmental Law and the followmg substances gasoline, kerosene, other flammable or touc petroleum products, toxic pesticides and herbicides, volatile solvents, materials conta1nmg asbestos or formaldehyde, and radioactive materials; (b) "Environmental Law" means federal laws and laws of the JUr1sdict10n where the Property 1s located that relate to health, safety or environmental protection, (c) "Enviroomontal Cleanup" mcludes any response action, remedial aotton, or removal action, as defmed m Environmental Law; and (d) an "Environmental Condition" means a condttlon that can cause, contribute to, or otherwise trigger an Bnv1ronmental Cleanup Borrower shall not cause or permit tho presence, use, disposal, storage, or release of any Ha zardous Substances, or threaten to release any Hazardous Substances, on or m the Property Q-6(WA) (0012) It ln1tu1ls Sf( ~Form 3048 1/01 Page 12 of 1S CVWA 06/23/04 5 42 PM 6931554023 20040625002233.013 Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that 1s m v1olat1on of any Environmental Law, (b) which creates an Environmental Condition, or (c) which, due to the presence, use, or release of a Hazardous Substance, creates a cond1t1on that adversely affects the value of the Property The precedmg two sentences shall not apply to the presence, use, or storage on the Property of small quant1t1es of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (mcluding, but not limited to, hazardous substances m consumer products) Borrower shall promptly give Lender written notice of (a) any investigation, claim, demand, lawsuit or other act10n by any governmental or regulatory agency or private party mvolvmg the Property and any Hazardous Substance or Bnvt.ronmental Law of which Borrower has actual knowledge, (b} any Env1ronmental Condtt1on, including but not hm1ted to, any sp1llmg, leaking, discharge, release or threat of release of any Haza.rdous Substance, and (c) any cond1t10n caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property If Borrower learns, or 1s notified by any governmental or regulatory authority, or any pnvate party, that any removal or other remedtat1on of any Hazardous Substance affecttng the Property 1s necessary , Borrower shall promptly take all necessary romedJSJ act1ons 10 accordance w1th Environmental Law Nothtng herem shall create any obltgat1on on Lender for an Environmental Cleanup NON-UNIFORM COVENANTS Borrower and Lender further covenant and agree as follows 22 Acceleration, Remedies. Lender shall g1ve notice to Borrower prior to acceleration following Borrower's breach of any covenant or agreement tn this Security Instrument {but not_pnor to acceleration under Section 18 unless Applicable Law provides otherw1se). The nottce shall speedy (a) the default, (b) the action required to cure the default, (c) a date, not less than 30 days from the date the notice is given to Borrower, by which the default must be cured, and (d) that fatlure to cure the default on or before the date spec1f1ed tn the notice may result in acceleration of the sums secured by this Security Instrument and sale of the Property at public auction at a date not less than 120 days lJl the future The notice shall further mform Borrower of the r,1ght to remstate after acceleration, the nght to bring a court action to assort the non-existence of a default or any other defense of Borrower to acceleration and sale, and any other matters required to be included m the notice by Applicable Law. II the default ts not cured on or before the date specified tn the notice, Lender at 1ts op hon, may requue 1mmed1ate payment in full of all sums secured by this Secunty Instrument without further demand and may mvoke the power of sale and/or any other remedies permitted by Applicable Law. Lender shall be entttled to collect all expenses rncurred m pursuing the remedies provided JO this Section 22, 10clud1ng, but not hm1ted to, reasonable attorneys' fees and costs of title evidence. If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as Applicable Law may require. After the time required by Applicable Law and after pubhcatton of the notice of sale, Trustee, w1thout demand on Borrower, shall sell the Property at pubhc auction to the highest b1dder at the time and place and under the terms designated in the notice of sale 1n one or more parcels and many order Trustee determines. Trustee may postpone sale of the Property for a period or penods permitted by Applicable Law by public announcement at the time and place fixed m the notice of sale. Lender or its des1gnee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or 1mplted The recitals 10 the Trustee's deed shall be pnma fac1e evidence of the truth of the statements made theretn Trustee shall apply the proceeds of the sale m the foltowrng order {a) to all expenses of the sale, mcludmg, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Secunty Instrument, and (c) any excess to the person or persons legally entitled to 1t or to the clerk of the superior court of the county 10 wh1ch the sale took place. ~-6(WA) (0012) I.n1t1als <:s SH "Form 3048 1/01 Page 13 of 15 CVWA 06/23/04 5 42 PM 6931554023 20040625002233.014 23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes ev1denc1ng debt seoured by this Secunty Instrument to Trustee Trustee shall reconvey the Property without warranty to the person or persons legally entitled to 1t. Such person or persons shall pay any recordat1on costs and the Trumee's fee for prep&!'lng the reconveyance 24. Substitute Trustee. In accordance w1th Applicable Law, Lender may from time to time appoint a successor trustee to any Trustee appomted hereunder who has ceased to act Without conveyance of the Property, the succ~r trustee shall succeed to all the t1tle, power and duties conferred upon Trustee herem and by Applicable Law 25. Use of Property. The Property 1s not used pnncipally for agricultural purposes 26, Attorneys' Fees Lender shall be entitled to recover 1ts reasonable attorneys' fees and costs many action or proceedmg to construe or enforce any term of this Secunty Instrument The term "attorneys' fees,'' whenever used 10 this Secunty Instrument, shall mclude without hm1tat1on attorneys' fees incurred by Lender tn any bankruptcy proceeding or on appeal . ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained 10 this Security Instrument and m any Rtder executed by Borrower and recorded w1tb 1t w_(>.!-._J_g.r.J __ S...._t_Mf'l _____ (Seal) GURDEV SINGH -Borrower _.S_'~ ___ d __ k-_~ __ .;....__ __ (Seal) SURJIT KAUR -Borrower --------------(Seal) ------------(Seal) -Borrower -Borrower --------------(Seal) --------------(Seat) -Borrower -Borrower ____________ (Seal) ___________ (Seal) -Borrower -Borrower ~-6(WA ) (0012) Page 1'l of 1S Po.rm 3048 1101 CW/A 06/23/04 5 42 PM 6931554023 20040625002233:015 STATE OF WASIDNGTO N County of King On this day personally appeared before me J ss. QJRDEV SINGH and SURJIT KAUR I to m e known to be the mdividuaJ(s) described m and who executed the_w1thin and foregoing instrument, and acknowledged that he/sh~1gned the same as hts/her~ree and voluntary act and deed, for the uses and purposes therein ment1onep., GIVEN under my hand and off1c1al seal this ~ t.f 'f1'I. day of June,1 2004 Notary Public 1n and for tho State of Washington, res1<:hng at King County Marsha M. Boyd My Appointment Expires on · 3-29-2006 G\-6(WA) (0012) Pago 15 o! 15 lrut1als C ) S, k. Forrri 30-48 1101 CVWA 06/23/04 5 42 PM 6931554023 20040626002233.016 LOAN# 6931554023 ADJUST ABLE RA TE RIDER THIS ADJUST ABLE RA TE RIDER 1s made thts 23RD day of JUNE, 2004 , and is incorporated into and shaU be deemed to amend and supplement the Mortgage, Deed of Trust, or Security Deed (the "Security Instrument") of the same date given by the undersigned (the "Borrower") to secure Borrower's Adjustable Rate Note (the "Note") to BANK OF AMERICA, NA (the "Lender") of the same date and covenng the Property described in the Security Instrument and located at 11328 SOUTHEAST 192ND STREET, RENTON , WA 98055 [Property Address) THIS NOTE CONTAINS PROVISIONS ALLOWING FOR CHANGES IN MY INTEREST RATE AND MY MONTHLY PAYMENT. INCREASES IN THE INTEREST RATE WILL RESULT IN HIGHER PAYMENTS. DECREASES IN THE INTEREST RATE WILL RESULT IN LOWER PAYMENTS. ADDITIONAL COVENANTS. In addition to the covenants and agreements made m the Security Instrument, Borrower and Lender further covenant and agree as follows A. INTEREST RATE AND MONTHLY PAYMENT CHANGES The Note provides for an 101t1al 10terest rate of 5 750 %. The Note prov1 des for ch anges m the mterest rate and the monthly payments, as follows. 4 INTEREST RATE AND MONTHLY PAYMENT CHANGES (A) Change Dates Tho interest rate I will pay may change o n tho FI RST day of JULY, 2009 , and on that day every 12TH month thereafter Each date on which my interest rate could change 1s cal led a "Change Date " (B) The Index Begin01ng with the first Change Date, my mterest rate wi ll be based on an Index The "Index" IS MUL TISTATE ADJUSTABLE RATE RIDER -Single Family Ptft 1 of 0 BS899R 10101103 VMP MORTOAOI FORMS • (800)521·72111 MGNR 06/23/04 5 42 PM 6931554023 20040625002233:"017 THE ONE-YEAR LONDON INTERBANK OFFERED RATE ('LIBOR'l WHICH IS THE AVERAGE OF INTERBANK OFFERED RATES FOR ONE-YEAR U S DOLLAR-DENOMINATED DEPOSITS IN THE L(ll()ON MARKET , AS PUBLISHED IN THE WALL STREET JOURNAL THE MOST RECENT INJEX FIGURE AVAILABLE AS OF THE DATE 45 DAYS BEFORE EACH CHANGE DATE IS CALLED THE 'CURRENT INDEX' If the Ind ex 1s no longer avai lable, the Note Holder w11l choose a new Index that 1s based upon co mparable information The Note Holder will g1 ve me notice of tbts choice. (C) Calculation of Changes Before each Change Date, the Note Holder w11l calculate my new mterest rate by adding TWO AND ONE -QUARTER percentage pomts ( 2 250 % ) to the Current Index The Note Holder will then round the result of this addition to the D Nearest ~Next Highest D Next Lowest ONE-EIGH TH OF ONE PERCENT AGE PO I NT ( 0 125 % ) SubJect to the limits stated m Section 4(D) below, this rounded amount w11! be my new mterest rate until the next Change Date The Note Holder w11l then determine the amount of the monthly payment that would be suffte1ent to repay the unpa1d pnnc1pal I am expected to owe at the Change Date m full on the matunty date at my new interest rate i.n substantially equal payments The result of this calculation will be the new amount of my monthly payment [KJ Interest-Only Period The "Interest-oolyPenod" 1s the period from the date ofthts Note through JULY 01 , 2009 For the interesronly period, after calculating my new interest rate as provided above, the Note Holder will then determine the amount of the monthly payment that wou ld be sufficient to pay the interest wh ich accrues on the unpaid principal of my loan. The result of this caloulat1on wJ!l be the new amount of my monthly payment The "Amortization Period" is the penod after th e mterest-only period For the amortization period, after calculating my new interest rate as provided above, the Note Holder will then determine the amount of the monthly payment that would be suff1c1ent to repay the unpaid principal that I am expected to owe at the Change Date 10 full on the Maturity Date at my new mterest rate m substantiaJly equal payments The result of this ca lculation will be the new amount of my monthly payment BS899R ro1ono3 ,.,. 2 of e MGNR 06/23/04 5 42 PM 69 31554023 20040625002233.018 (D) Limits on Interest Rate Changes (Please check a ro nate boxes; tf no box is checked, there will be no maXl.mum limit on changes B ( 1) There wall be no maxim um ltmit on mterest rate changes (2) The mterest rate I am required to pay at the first Change Date wtll not be greater than % or less than % D (3) My interest rate will never be mcreased or decreased on any single Change Date by more than percentage points ( % ) from the rate of interest I have been paying for the preceding period 0 ( 4) My mterest rate will never be greater than 10 750 % , which is called the "Maximum Rate " O (5) My interest rate will never be less than % , which is called the "Minimum Rate" O (6) My interest rate will never be less than the 1nttlal interest rate ~ (7) The interest rate I am required to pay at the fmt Change Date will not be greater than 10 750 % or less than 2 250 % Thereafter, m y interest rate will never be mcreased or decreased on any single Change Date by more than TWO percentage points ( 2 000 % ) from tho rate of interest I have been paying for the precedmg period (E) Eff ecttve Date of Changes My new interest rate will become effective on each Change Date I will pay the amount of my new monthly payment begmnang on the first monthly payment date after the Change Date until the amount of my monthly payment changes agam. (P) Notice of Changes The Note Holder will deliver or mau to me a notice of any changes m my interest rate and the amount of m y monthly payment before the effective date of any change The notice will include information required by law to be given to me and also the title and telephone number of a person who will answer any question I may have regarding the notice. BS899R co 10 n 03 P••• 3 of 0 MGN R 06/23/04 5 42 PM 693155402 3 20040625002233.019 B TRANSFER OF THE PROPERTY OR A BENEFICIAL INTEREST IN BORROWER Uniform Covenant 18 of the Security Instrument 1s amended to read as follows Cl ) ll'JEN MY INITIAL FIXED INTE REST RATE CHANGES TO AN ADJUSTABLE INTEREST RATE UNDER THE TERMS STATED IN SECTION 4 ABOVE , IX'IIFORIJ COVENANT 18 OF THE SECURITY INSTRLMENT DESCRIBED IN SECTION 8(2) BELOW SHALL THEN CEASE TO BE IN EFFECT, At,KJ UIIIFORM COVENANT 18 OF THE SECURITY INSTRl.MENT SHALL INSTEAD BE DESCRIBED AS FOLLOWS Transfer of the Property or a Beneficial Interest in Borrower As used in th1s Section 18, "Interest in the Property" means any legal or benefte1al i.nterest m t he Property, mcludmg, but not ltnuted to, those benef1c1al mterests t ransferred ma bond for deed, contract for deed, installment sales contract or escrow agreement, the mtent of which 1s the transfer of the title by Borrower at a future date to a purchaser If all or any part of the Property or any Interest m the Property 1s sold or transferred (or if a Borrower 1s not a natural person and a beneficial interest in Borrower 1s sold o r transferred) without Lender's prior wntten consent, Lender may require 1mmed1ate payment m full of all sums secured by thts SecurJty Instrument However, this option shall not be exercised by Lender 1f such exercise ts prohibited by Applicable Law Lender also shall not exercise this option 1f (a) Borrower causes to be submitted to Lender information required by Lender to evaluate the intended transferee as 1f a new loan were being made to the transferee, and (b) Lender reasonably determines that Lender's security will not be 1mpa1red by the loan assumption and that the r1Sk of a breach of any covenant or agreement in this Security Instrument is acceptable to Lender To the extent permitted by App!Jcable Law, Lender may charge a reasonable fee as a cond1t10n to Lender's consent to the loan assumption Lender also may require the transferee to s1gn an assumption agreement that ts acceptable to Lender and that obltgates the transferee to keep all the promises and agreements made tn the Note and m this Security Instrument Borrower w1ll continue to be obltgated under the Note and this Security Instrument unless Lender releases Borrower tn writing BS899R 1010 1,0, Paa• 4 of e MGNR 06/23/04 5 42 PM 693 1554023 20040625002233.020 If Lender exercises the option to require immediate payment m full, Lender shall g1ve Borrower notice of accelerat10n. The notice shall provide a period of not less than 30 days from the date the notice 1s given m accordance with Sect10n 15 within which Borrower must pay all sums secured by this Security Instrument. If Borrower fads to pay these sums pnor to the expiration of tlus period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower (2) LNTIL MY INITIAL FIXED INTEREST RATE CHANGES TO AN ADJUSTABLE IJllTEREST RATE UNDER THE TEAMS STATED IN SECTION 4 ABOVE, UNIFORIJ COVENANT 18 OF THE SECURITY INSTALMENT SHALL READ AS FOLLOWS TRANSFER OF THE PROPERTY OR A BENEFICIAL INTEREST IN BORROWER AS USED IN TH IS SECTION 18, "INTEREST IN THE PROPERTY' MEANS ANY LEGAL OR BENEFI CIAL INTEREST IN THE PROPERTY, INCLUDING, BUT NOT LIMITED TO, THOSE BENEFICIAL INT ERESTS TRANSFERRED IN A BONO FOR DEED, CONTRACT FOR DEED, INSTALLMENT SALES CONTRACT OR ESCROW AGREEMENT, THE INTENT OF WHICH IS THE TRANSFER OF TITLE BY BORROWER AT A FUTURE DATE TO A PURCHASER IF ALL OR AJff PART OF TH E PROPERTY OR ANY INTEREST IN THE PROPERTY IS SOLO OR TRANSFERRED (OR IF BORROWER IS NOT A NATURAL PERSON AND A BENEFICIAL INTEREST IN BORROWER IS SOLO OR TRANSFERRED) WITHOUT LENDER'S PRIOR WRITTEN CONSENT, LEll()ER ~y REQUIRE II.MED IATE PAYMENT IN FUL L OF ALL SUMS SECURED BY THIS SECURITY INSTRLMENT HOWEVER, THIS OPTION SHALL NOT BE EXERCISED BY LENDER IF EXERCISE IS PROHl81TEO 8Y APPLICABLE LAW IF LENDER EXERCISES THIS OPTION, LENDER SHALL GIVE BORROWER NOTICE OF ACCELERATION TH E NOTICE SHA LL PROVIDE A PERIOD OF NOT LE SS THAN 30 OAYS FR<»A THE DATE THE NOT ICE IS GIVEN IN ACCORDANCE WITH SECTION 15 WITHIN WHICH BORROWER MUST PAY ALL Sl.MS SECURED BY THIS SECURITY INSTRLt.4ENT IF BORROWER FAILS TO PAY THESE SIMS PRIOR TO THE EXPIRATION OF THIS PERIOD , LE/IDEA MAY INVOKE~ REMEDIES PEI\\IITTED BY THIS SECUR ITY INSTRLMENT WITHOUT FURTHER NO TI CE OR DEMAND ON BORROWER BS899R <o 10 n 03 Paet 5 of 0 MGNR 06/23/04 5 42 PM 6931554023 20040625002233.0%1 BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this AdJustable Rate Rider c;;,._J)v-,1 Sr·-'"-" \ (SeaJ) -----"'---=.c..-----'~----t--,------------------ GUROEV SINGH •Borrowor ---~=-----'"'--~--~--------------(Seal) -Borrowor SURJIT KAU R --------------------------------(Seal) •Borrower --------------------------------(Seal) -Borrower --------------------------------(Seal) -Borrow or --------------------------------(Seal) -Borrow & r --------------------------------(Seal) -Borrower --------------------------------(Seal) •Borrower SS899R co 10 n 03 P••• a of a MGNR 06/23/04 5 42 PM 6931554023 20040626002234.001 11111111111111H ij!~,,~~.~50~?~34 08/!5/2094 18 '41 Return To LOAN # 6081529312 KZN COUNTY, UA FL9-700-01-01 JACKSONVILLE POST CLOSING BANK OF AMERICA 9000 SOUTHSIDE BLVD BLDG 700, FILE RECEIPT DEPT JACKSONVILLE, FL 32256 Assessor's Parcel or Account Number 322305903807 Abbre;Aated Legal Description lf'I O -u "\ lA .'d", SPJI:. 4ic)(.).)1, f2t~ ,U tD .t30-z08' t< rv Cinclude lot, block and plat or section, township a.nd ra.ngel 'Full legal descr1pt1on located on page THR EE Trustee· PRLAP , I NC --------[Space Above Th11 Lme Fol' Recording Data] -------- {j?) rfaV l-{~{/~/ DEED OF TRUST 's-fEWART TITLE LOAN # 6081529312 THE PRIORITY OF THE LIEN CREATED BY THIS DEED OF TRUST SHALL BE SUBORDINATE AND INFER IOR TO THE LIEN CREATED BY A DEED OF TRUS T COVERING THE PROPERTY MADE AMONG BORROWER, TRUSTEE AND LENDER OF EVEN DATE HEREWITH AND RECORDED CONCURREN TLY IN REAL PROPERTY RECORDS DEFINITIONS Words used m multtple sections of thts document are defmed below and other words are defined m Sections 3, 11, 13, 18, 20 and 21 Certam rules regarding the usage of words used m this document are also provided m Section 16 (A) "Sec urity Instrument" means this document, which 1s dated JUNE 23, 2004 together with aU Riders to thts document. (B) "Borrower" 1s ( ol (,, /.e GURDEV S ING H AND SURJ IT KAUR rfv>b1 11 " Ott v, I Borrower 1s the trustor under this Security Instrument. ( C) "Lender" 1s BANK OF AMER I CA , N A WASHINGTON-Single Fem1ly-Fanme Mae/Freddie Mac UNIFORM INSTRUMENT Form 30-48 1101 ~-6(WA) (0012) ~ Pago 1 of 15 Initials ~ .> S fr: VMP MORTGAGE FORMS -(800)521-729 1 CVWA o&J/3/04 5 43 PM 608 15293 12 I IIIIIIII IIIII Ill 11111111111111 1111 20040625002234.002 Lender ts a NAT I ONAL BANK I NG ASSOC I AT I ON organized and existing under the laws of THE UN I TED ST A TES OF AMER I CA Lender's address 1s 300 ELL INWOOD WAY, SU I TE 201, PLEASANT HI LL, CA 945230000 Lender 1s the beneficiary under thts Security Instrument (D) "Trustee" 1s PRLAP, INC (E) "Note" means the promissory note signed by Borrower and dated JUNE 23, 2004 The Note states that Borrower owes Lender FORTY FI YE THOUSAND AND 00/ 100 Dollars (U S. $ 45, 000 00 ) plus mterest Borrower has promised to pay this debt 10 regular Penod1c Payments and to pay the debt m full not later than JULY 01, 2019 (F) "Property" means the property that 1s described below under tho headtng "Transfer of Rights m the Property " (G) "Loan" means the debt evidenced by tho Noto, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest (H) "Riders" means all Riders to this Security Instrument that are executed by Borrower The followrng Riders are to be executed by Borrower [check box as applicable) § AdJustable Rate Rider Balloon Rider VA Rider § Condominium Rider § Second Home Rider Planned Unit Development Rider 1-4 Family Rider Biweekly Payment Rider Other(s) [specify] (I) "Applic,ble Law" means all controlltng applicable federal, state and local statutes, regulations, ordinances and admmistrative rules and orders (that have the effect of law) as well as all applicable final, non"'llppealable JUd1c1al op1nions (J) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condom1ruum assoc1at1on, homeowners assoc1atton or s1m1lar orgamzat1on. (K) "Eleotron1c Funds Transfer" means any transfer of funds, other than a transaction originated by check, draft, or similar paper instrument, which 1s initiated through an electrontc terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial mstitut1on to debit or credit an account Such term includes, but 1s not ltmtted to, pomt-of-sale transfers, automated te1ler machine transact10ns, transfers 1mt1ated by telephone, wire transfers, and automated clearinghouse transfers (L) "Escrow Items" means those items that are described m Section 3 (M) "M1scel1aneous Proceeds" means any compensation, settlement, award of damages, or proceeds pa1d by any third party (other than insurance proceeds paid under tho coverages described tn Section 5) for. (1) damage to, or destruction of, the Property; (11) condemnation or other taking of all or any part of the Property, (111) conveyance 10 lteu of condemnation, or (tv) m1srepresentatt0ns of, or om1ss1ons as to, the value and/or cond1t1on of the Property (N) "Mortgage Insurance" means 10suranco protecting Lender agamst the nonpayment of, or def a ult on, the Loan (0) "Penod1c Payment" means the regularly scheduled amount due for (i) principal and toterest under the Note, plus (1i) any amounts under Section 3 of this Security Instrument (P) "R.ESPA" means the Real Estate Settlement Procedures Act (12 U S.C Sect10n 2601 et seq) and its implementing regolat1on, Regulat1on X (24 C F.R Part 3500), as they might be amended from time to time, or any additional or successor leg1slat1on or regulation that governs the same subJect matter As used in this Secunty Instrument, "RESP AK refers to atl requirements and ~-6(WA) (0012) Page 2 ot 15 Irutials ~, k Form 3048 1/01 CVWA 06/23/04 S 43 PM 6081529312 20040625002234.003 restncttons that are imposed in regard to a "federally related mortgage loan" even 1f the Loan does not qualtfy as a "federally related mortgage loan" under RESP A (Q) "Successor m Interest of Borrower" means any party that has taken title to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument TRANSFER OF RIGHTS IN THE PROPERTY This Security Instrument secures to Lender. (1) the repayment of the Loan, and all renewals, extensions and modtf1cat1ons of the Note, and (u) the performance of Borrower's covenants and agreements under thts Security Instrument and the Note. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following descnbed property located 10 the COUNTY of K I NG (Type of Recording Jur1sd1ct1onJ [Name of Recording Jurud1cttonl LOT 2 , SHORT PLAT NUMBER 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NU\1BER 8303080870 , RECORDS OF KING COUNTY, WASHINGTON Parcel ID Number 322305903807 11328 SOUTHEAST 192ND STREET RENTON ("Property Address") whtch currently has the address of CCttyl, Wasrungton 98055 (Street) CZ1p Code] TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and f1Xtures now or hereafter a part of the property. AU replacements and add1t1ons shall also be covered by thts Security Instrument All of the foregoing is referred to in this Security Instrument as the "Property" BORROWER COVENANTS that Borrower 1s lawfu11y se1sed ot the estate hereby conveyed and has the right to grant and convey the Property and that the Property 1s unencumbered, except tor encumbrances of record Borrower warrants and will defend generally the title to the Property agamst all claims and demands, subject to any encumbrances of record TI-US SECURITY INSTRUMENT combines uruform covenants for national use and non·un1form covenants with limited variations by JUrisdict1on to const1tute a uniform security 10strument covermg real property UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows l. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and La t e Charges. Borrower shall pay when due the principal of, and mterest on, the debt evidenced by the lruttals C \ >. k G,\-6(W A) (0012) Page 3 of 1S Form 3048 1/01 CW/A 06/23/04 5 43 PM 6081529312 20040625002234.004 Note and any prepayment charges and late charges duo under the Note Borrower shall also pay funds for Escrow Items pursuant to Section 3. Payments due under the Note and this Security Instrument shall be made m US currency However, if any check or other instrument received by Lender as payment under the Note or thts Security Instrument 1s returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made 1n one or more of the following forms, as selected by Lender (a) cash, (b) money order, (c) certtf1ed check, bank check, treasurer's check or cashier's check, provided any such check 1s drawn upon an 10st1tution whose deposits are insured by a federal agency, instrumentality, or entity; or (d) Electronic Funds Transfer Payments are deemed received by Lender when received at the location designated m the Note or at such other location as may be designated by Lender m accordance with the notice prov1s1ons m Section 15 Lender may return any payment or partial payment if the payment or part1al payments are msuffic1ent to brmg the Loan current Lender may accept any payment or partial payment msuff1c1ent to bring the Loan current, without waiver of any rights hereunder or preJud1ce to its rights to refuse such payment or partial payments tn the future, but Lender 1s not obligated to apply such payments at the time such payments are accepted If each Penod1c Payment is applied as of 1ts scheduled due date, then Lender need not pay interest on unapphed funds Lender may hold such unapplted funds unttl Borrower makes payment to brmg the Loan current If Borrower does not do so withm a reasonable period of t1me, Lender shall e1ther apply such funds or return them to Borrower If not applied oarltor, such funds wdl be applied to the outstanding principal balance under the Note immediately pnor to foreclosure No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from makmg payments due under the Note and this Secunty Instrument or performing the covenants and agreements secured by this Secunty Instrument 2. Application of Payments or Proceeds. Except as otherwi se described in this Section 2, all payments accepted and applied by Lender shall be applied in the following order of pnonty (a} interest due under the Note, (b} pnncipal due under the Note, (c} amounts due under Sectrno 3 Such payments shall be applied t o each Periodic Payment tn the order in which it became due Any rema1rung amounts shall be applied ftrst to late charges, second to any other amounts due under th1s Security Instrument, and then to reduce the principal balance of the Note. If Lender receives a payment from Borrower for a dehnquent Penodtc Payment which includes a suff1c1ent amount to pay any late charge duo, the payment may be applted to the delinquent payment and the late charge If more than one Per10dic Payment is outstandtng, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments 1f, and to the extent that, each payment can be paid m full. To the extent that any excess exists after the payment 1s applied to the full payment of one or more Penod1c Payments, such excess may be applied t o any late charges due Voluntary prepayments shall be applied first to any prepayment charges and then as described in the Noto Any apphcat1on of payments, UlSUrance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Penod1c Payments 3. Funds for Escrow Items. Borrower shall pay to Lender on the day Periodic Payments are due under the Note, until the Note 1s paid in full, a sum (the "Funds") to provide for payment of amounts due for (a) taxes and ~ments and other items which can attain priority over th.ts Secunty Instrument as a !ten or encumbrance on the Property, (b) leasehold payments or ground rents on the Property, 1f any, (c) premiums for any and all insurance required by Lender under Section 5, and (d) Mortgage Insurance premiums, 1f any, or any sums payabl e by Borrower to Lender 1n lieu of the payment of Mortgage Insurance premiums m accordance w1th the prov1s1ons of Section 10 These 1tems are called "Escrow Items • At ongmatton or at any time dunng the Im\lats ::¢CS S, '< Form 30-48 1/0J G.\,-6(W A) (0012) Pago 4 of 15 CV'/IA 06/23/04 5 43 PM 60815293 12 20040625002234.005 term of the Loan, Lender may require that Commuruty Association Dues, Fees, and Assessments, 1f any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item Borrower shall promptly furnish to Lender all notices of amounts to be paid under this Section Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obltgation to pay the Funds for any or all Escrow Items Lender may watve Borrower's obltgat1on to pay to Lender Funds for any or all Escrow Items at any time Any such waiver may only be m wr1tmg In the event of such watver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender requires, shaJI furnish to Lender receipts evidencing such payment within such time period as Lender may reqwre Borrower's obhgat1on to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained tn this Security Instrument, as the phrase "covenant and agreement" 1s used m Section 9 If Borrower is obugated to pay Escrow Items dtrectly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 1S and, upon such revocation, Borrower shall pay to Lender all Funds, and m such amounts, that are then required under thts Section 3 Lender may, at any time, collect and hold Funds m an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximum amount a lender can require under RESP A Lender shall estimate the amount of Funds due on the barus of current data and reasonable estimates of expenditures of future Escrow Items or otherwjse m accordance with Appltcable Law The Funds shall be held m an mstitution whose deposits are insured by a federal agency, 1nstrumentahty, or entity (including Lender, if Lender 1s an mstitut1on whose deposits are so insured) or in any Federal Home Loan Bank Lender shall apply the Funds to pay the Escrow Items no later than the time spec1f1ed under RESPA Lender shall not charge Borrower for holding and applymg the Funds, annually analyzing the escrow account, or venfymg the Escrow Items, unless Lender pays Borrower interest on the Funds and Applicable Law perm1ts Lender to make such a charge Unless an agreement is made 10 writmg or Apphcable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earrungs on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall g1ve to Borrower, without charge, an annual accountmg of the Funds as required by RESP A If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the exc~ funds in accordance with RESP A If there ts a shortage of Funds held m escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage 10 accordance with RESPA, but 10 no more than 12 monthly payments. If there ts a deficiency of Funds held m escrow, as defined under RESPA, Lender shall notify Borrower as reqwred by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deficiency m accordance with RESP A, but m no more than J 2 monthly payments Upon payment rn full of all sums secured by this Secunty Instrument, Lender shall promptly refund to Borrower any Funds held by Lender 4 Charges; Liens Borrower shall pay all taxes, assessments, charges, fmes, and imposttJons attributable to the Property which can attatn pnonty over thts Security Instrument, leasehold payments or ground rents on the Property, 1f any, and Commumty Assoc1at1on Dues, Fees, and Assessments, Lf any. To tho extent that these items are Escrow Items, Borrower shall pay them an the manner provided in Section 3 ~-6(WA) (0012) Pago S of 1S Iruti.als e~ S , 11. Form 3048 1/01 CW/A 06/23/04 5 43 PM 6081529312 20040625002232r.006 Borrower shall promptly discharge any hen whtch has prtonty over this Security Instrument unles.5 Borrower (a) agrees m wr1trng to the payment of the obligation secured by the hen 10 a manner acceptable to Lender, but only so long as Borrower 1s perform10g such agreement, (b) contests the hen m good fatth by, or defends agamst enforcement of the hen 10, legal proceed10gs which tn Lender's opinion operate to prevent the enforcement of the hen while those proceedtngs are pending, but only until such proceedings are concluded, or {c) secures from the bolder of the hen an agreement satisfactory to Lender subordinating the hen to this Security Instrument If Lender determines that any part of the Property 1s subject to a hen wb1ch can attain prionty over thts Security Instrument, Lender may give Borrower a notice identifying the lien Withtn 10 da ys of the date on wluch that notice 1s given, Borrower shall sat1sfy the lten or take one or more of the actions set forth above m t his Section 4 Lender may require Borrower to pay a one-time charge for a real estate tax venfication and/or reporting service used by Lender 10 connection with this Loan 5 Property Insurance. Borrower shall keep the improvements now eXJsting or hereafter erected on the Property insured agamst loss by fire, hazards included within the term "extended coverage," and any other hazards includmg, but not hmited to, earthquakes and floods, for which Lender requires msurance This msurance shall be ma10tamed 10 the amounts (mcludmg deduc tible levels) and for the pertods that Lender reqwres What Lender requires pursuant to the precedmg sentences can change during the term of the Loan The msurance earner providmg the insurance shall be chosen by Borrower subJect to Lender's right to disapprove Borrower's choice, which right shall not be exercised unreasonably. Lender may require Borrower to pay, in connection with this Loan, either (a) a one'"time charge for flood zone determ10ation, certification and tracking services, or (b) a ooe'"ttme charge for flood zone deterroU1at10n and certification services and subsequent charges each time remappmgs or similar changes occur which reasonably might affect such determination or certtf1cat1on Borrower shall also be respoOSJble for the payment of any fees imposed by the Federal Emergency Management Agency 10 connection with the review of any flood zone determmat1on resulting from an obJect1on by Borrower If Borrower fails to mamtam any of the coverages descrtbed abo ve, Lender may obta10 insurance coverage, at Lender's option and Borrower's expense. Lender ts under no obhgation to purchase any particular type or amount of coverage Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of the Property, agamst any nsk, hazard or ltabtl1ty and might provide greater or lesser coverage than was previously m effect Borrower acknowledges that the cost of the 10surance coverage so obtained might significantly exceed the cost of insurance that Borrower could have obtained Any amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by this Security Instrument Th~ amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment All insurance pohctes required by Lender and renewals of such pohcies shall be sub,ect to Lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name Lender as mortgagee and/or as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtal.lls any form of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such pohcy shall mclude a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee In the event of loss, Borrower shall give prompt notice to the msurance earner and Lender Lender may make proof of loss tf not made promptly by Borrower Unless Lender and Borrower otherwise agree 10 writing, any 10suraoce proceeds, whether or not the underlying insurance was --6(WA) (0012) Imttala if$ SK I Form 3().48 1/01 Pago 6 of 15 Cl/WA 06/23/04 5 43 PM 6081529312 20040625002234.007 required by Lender, shall be applied to restoration or repair of the Property, 1f the restoration or repair 1s economically feasible and Lender's. security 1s not lessened. Dunng such repair and restoration penod, Lender shall have the right to hold such insurance proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's sat1sfact1on, provided that such 10spectt0n shall be undertaken promptly Lender may disburse proceeds for the repa1rs and restoration in a srngle payment or 10 a series of progress payments as the work is completed Unless an agreement is made 10 writing or Applicable Law requires interest to be paid on such tnsurance proceeds, Lender shall not be required to pay Borrower any interest or earmngs on such proceeds Fees for public adJUSters, or other third parties, retatned by Borrower shall not be paid out of the insurance proceeds and shall be the sole obltgat1on of Borrower U the restoration or repair is not econom1cally feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by tlus Security Instrument, whether or not then due, with the excess, if any, paid to Borrower Such insurance proceeds shall be applied m the order provided for in Section 2 If Borrower abandons the Property, Lender may file, negotiate and settle any avatlable insurance claim and related matters If Borrower does not respond WLtht.n 30 days to a notice from Lender that the insurance earner has offered to settle a clatm, then Lender may negotiate and settle the claim The 30-day penod will begin when the notice ts given In either event, or 1f Lender acquires the Property under Section 22 or otherw1se, Borrower hereby assigns to Lender (a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or th.Ls Security Instrument, and (b) any other of Borrower's nghts (other than the nght to any refund of unearned premiums patd by Borrower) under all 10surance policies covering the Property, insofar as such rights are applicable to the coverage of the Property Lender may use the msurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument, whether or not then due 6. Occupancy Borrower shall occupy, establish, and use the Property as Borrower's principal residence w1thm 60 days after the execution of th1S Secunty Instrument and shall continue to occupy the Property as Borrower's princ1pal residence for at least one year after the date of occupancy, unless Lender otherwise agrees m wntmg, whtch consent shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control. 7. Preservation, Maintenance and Protection of the Property, Inspections Borrower shall not destroy, damage or impau the Property, allow the Property to detenorate or commit waste on the Property Whether or not Borrower is res1d111g 10 the Property, Borrower shall matntam the Property tn order to prevent the Property from detenoratmg or decreasing in value due to its condition Unless 1t 1s determined pursuant to Section 5 that repair or restoration 1s not economically feas1ble, Borrower shall promptly repair the Property 1f damaged to avoid further deterioration or damage If insurance or condemnation proceeds are paid i n connecuon with damage to, or the takmg of, the Property, Borrower shall be responsible for repamng or restonng the Property only if Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration 10 a smgle payment or in a senes of progress payments as the work 1s completed If the msurance or condemnat100 proceeds are not suff1c1ent to repair or restore the Property, Borrower 1s not relieved of Borrower's obligation for the completion of such repair or restoration Lender or 1ts agent may make reason able entnes upon and 1.nspecttons of the Property. U it has reasonable cause, Lender may inspect the interior of the improvements on the Property Lender shall give Borrower notice at the time of or prior to such an mtenor inspection specifytng such reasonable cause ~-6(WA) (0012) Pege 7 of 15 lntt1els ~s Sk ' f Form 3048 1/01 CVWA 06/23/04 5 43 PM 6081529312 20040626002232r."008 8 Borrower's Loan Appltcatton. Borrower shall be m default 1f, during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or w1th Borrower's knowledge or consent gave matenally false, misleading, or inaccurate information or statements to Lender (or fatled to provide Lender with matenal information) m connection w1th tho Loan Material representations include, but are not limited to, representations concern10g Borrower's occupancy of the Property as Borrower's pnnc1pal residence 9 Protection of Lender's Interest m the Property and Rights Under this Secunty Instrument. If (a) Borrower fails to perform the covenants and agreements contamed m this Secunty Instrument, (b) there JS a legal proceeding that might significantly affect Lender's interest m the Property and/or rights under thJs Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which may attain priority over th1s Security Instrument or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever 1s reasonable or appropnate to protect Lender's interest in the Property and rights under this Security Instrument, includmg protecting and/or assessing the value of the Property, and securing and/or repamng the Property Lender's act1ons can 10clude, but are not ltm1ted to (a) paymg any sums secured by a hon which has priority over this Security Instrument, (b) appeartng in court, and {c) payi.ng reasonable attorneys' fees to protect its 10terest m the Property and/or rights under this Security Instrument, mcluding its secured posit10n 10 a bankruptcy proceeding Securing the P roperty includes, but 1s not limited to, entering the Property to make repaJrs, change locks, replace or board up doors and windows, dram water from p1pes, ehmmate butld1ng or other code v1olat1ons or dangerous cond1t1ons, and have utilities turned on or off Although Lender may take action under this Section 9, Lender does not have to do so and 1s not under any duty or obltgat1on to do so It 1s agreed that Lender incurs no ltab1 hty for not taking any or all actions autbor1zed under this Sect10n 9 Any amounts disbursed by Lender under this Sectton 9 shall become additional debt of Borrower secured by this Security Instrument These amounts shall bear interest at the Note rate from the date of di s bursement and shall be payable, with such interest, upon notice from Lender to Borrower requestmg pay ment If this Secu rity Instrument is on a leasehold, Borrower shall comply with all the prov1S1ons of the lease. If Borrower acquires fee title to the Property, the leasehold and the fee title shal l not merge unless Lender agrees to tho merger 10 writing. 10 . Mortgage Insurance. If Lender reqmred Mortgage Insurance as a condition of makmg the Loan, Borrower shall pay the premiums required t o mamtam the Mortgage Insurance in effect If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided s uch msurance and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premmms required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously m effect, from an alternate mortgage msurer selected by Lender If substantially eqmvalent Mortgage Insurance coverage is not available, Borrower shall contrnue to pay to Lender the amount of the separately designated payments that were due when tho msu rance coverage ceased to be in effect Lender wtll accept, use and retatn these payments as a non-refundable loss reserve rn heu of Mortgage Insurance Such loss reserve shall be non-refundable, notwJth etandmg the fact that the Loan JS ultimately paid 1n !uU, and Lender shall not be required to pay Borrower any interest or earnings on such loss r eserve. Lender can no longer require loss reserve payments 1f Mortgage Insurance coverage (10 the amount and for th e period that Lender requires) provided by an msurer selected by Lender again becomes available, 1s obtatned, and Lender requires separately designated payments toward the premiums for Mortgage Insurance If Lender requi red Mortgage Insurance as a condition of makmg the Loan and ~-6 (WA) (0012) Page 8 of 15 In1t1.ala ~~ 5, ~ Form 30-48 1/01 CVWA 06 /23/0 4 5 43 PM 6081529312 20040625002234.009 Borrower was required to make separately designated payments toward the premiums for Mortgage In surance, Borrower shall pay the premiums required to maintain Mortgage Insurance 10 effect, or to provide a non -refundable loss reserve, until Lender's requuement for Mortgage Insurance ends tn accordance with any written agreement between Borrower and Lender providing for such termination or until termination is reqwred by Applicable Law Notlung Ul this Section 10 affects Borrower's obligation to pay interest at the rate provided m the Note Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses 1t may incur tf Borrower does not repay the Loan as agreed. Borrower ts not a party to the Mortgage Insurance. Mortgage insurers evaluate their total risk on all such maurance in force from time to time, and may enter mto agreements with other parties that share or modify the1r risk, or reduce losses These agreements are on terms and conditions that are satisfactory to the mortgage insurer and the other party (or parties) to these agreements These agreements may require the mortgage insurer to make payments USJng any source of funds that the mortgage insurer may have available (which may include funds obtained from Mortgage Insurance premiums) As a result of these agreements, Lende r, any purchaser of the Note, another insurer, any remsurer, any other entity, or any afft1iate of any of the foregomg, may receive (directly or tndtrectly) amounts that derive from (or might be characterized as) a portion of Bor rowe r's payments for Mortgage Insurance, in exchange for shanng or mod1fymg the mortgage insurer's risk, or reducing losses If such agreement provides that an affiliate of Lender takes a share of the 10surer's nsk in exchange for a share of the premiums paid to the msurer, the arrangement ts often termed "captive reinsurance" Further· (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan Such a;reements will not mcrease the amount Borrower will owe for Mortgage Insurance, and they will not entitle Borrower to any refund (b) Any such agreements will not affect the rights Borrower has -if any -with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law These rights may include the nght to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance term10ated automatically, and/or to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellat10n or termination. 11. Assignment of Miscellaneous Proceeds, Forfeiture All M1scellaneous Proceeds are hereey asrugned to and shall be paid to Lender If the Property ts damaged, such Miscellaneous Proceeds shall be appli ed to restoration or repair of the Property, if the restoration or repair ts econom1cally feasible and Lender's seounty is not lessened Durmg such repair and restoration period, Lender shall have the right to hold such Miscellaneous Proceeds until Lender ha s had an opportumty to mspeot such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly Lender may pay for the repairs and restoration m a srngle disbursement o r m a senes of progress payments as the work 1s completed Unless an agreement ts made m wntmg or Applicable Law requires mterest to be paid on such Miscellaneous Proceeds, Lender shall not be required to pay Borrower any mterest or earnmgs on such Miscellaneous Proceeds. If the restoration or repair is not economically feasible or Lender's security would be lessened, the M1scellaneous Proceeds shall be aprhed to the sums secured by this Security Instrument, whether or not then due, with the excess, t any, paid to Borrower Such Miscellaneous Proceeds shall be applied 10 the order provided for tn Scotton 2 In the event of a total taking, destru ction, or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, 1f any, fatd to Borrower In the event of a partia taktng, destruction, or loss to value of the Property tn which the fair market value of the Property immediately before the partial taking, destruct ion, or loss m value is equal to or greater than tho amount of the sums secured by thts Security Instrument immediately before the partial taking, destruction, or loss 111 val ue, unless Borrower and Lender otherwise agree m wntmg, the sums secured by this Security Instrument shall be reduced by the amount of the Mtscellaneous Proceeds multiplied by the following fraction (a) the total amount of the sums sec ured immediately before the partial taking, destruction, or lo ss 10 value divided by (b) the fau G -6 (WA) (0012) ~ CVWA 06/23/04 5 43 PM 6081529312 Page 9 of 15 In1tJals ·£\ S; k. • Form 3048 1/01 2 0040S2!S0022~.616 market value of the Property 1mmed1ately before tho partial taking, destruction, or loss in value Any balance shall be paid to Borrower In the event of a partial taking, destruction, or loss 1n value of the Property in which the fair market value of the Property 1mmed1ately before the partial taking, destruction, or loss m value ts less than the amount of the sums secured immed1ately before the partial taking, destruction, or loss tn value, unless Borrower and Lender otherwise agree m writing, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due If the Property 1s abandoned by Borrower, or if, after notice by Lender to Borrower that the Opposing Party (as defmed m the next sentence) offers to make an award to settle a claim for damages, Borrower fails to respond to Lender within 30 days after the date the notice ts given, Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Secur1ty Instrument, whether or not then due "Opposmg Party" means the third party that owes Borrower Miscellaneous Proceeds or the party agarnst whom Borrower has a right of action in regard to Miscellaneous Proceeds Borrower shall be m default 1f any action or proceedmg, whether civil or crimmal, 1a begun that, tn Lender's judgment, could result m forfeiture of the Property or other matenal impairment of Lender's interest m the Property or rights under this Secunty Instrument Borrower can cure such a default and, if acceleration has occurred, reinstate as provided m Section 19, by causmg the action or proceedrng to be dismissed with a rulmg that, m Lender's judgment, precludes forfe1turo of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. The proceeds of any award or claim for damages that are attributable to the 1mpairment of Lender's interest m the Property are hereby assigned and shall be paid to Lender AH Miscellaneous Proceeds that a.re not applied to restoratJon or repair of the Property shall be applied m the order provided for m Section 2 12 Borrower Not Released, Forbearance By Lender Not a Waiver. Extension of the time for payment or modificat10n of amort1zat1on of the sums secured by th1s Security Instrument granted by Lender to Borrower or any Successor m Interest of Borrower shall not operate to release the hab1ltty of Borrower or any Successors in Interest of Borrower Lender shall not be r~u1red to commence proceedmgs agamst any Successor m Interest of Borrower or to refuse to extend time for payment or otherwise modify amort1zatton of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors m Interest of Borrower Any forbearance by Lender m exercising any right or remedy mclud.tng, without hmitat1on, Lender's acceptance of payments from third persons, entities or Successors m Interest of Borrower or m amounts less than tho amount then due, shall not be a waiver of or preclude the e:xerc1se of any nght or remedy 13. Joint and Sove.ral L1abd1ty, Co-signers, Successors and Assigns Bound Borrower covenants and agrees that Borrower's obligations and ltab1hty shall be Jomt and several However, any Borrower who co-signs this Secunty Instrument but does not execute the Note (a "co-signer") (a) 1s co-signmg this Security Instrument only to mortgage, grant and convey the co-signer's interest m the Property under the terms of this Securtty Instrument, (b) 1s not personally obhgated to pay the sums secured by this Security Instrument, and (c) agrees that Lender and any other Borrower can agree to extend, modify, forbear or make any accommodations with regard to the terms of this Secunty Instrument or the Note without the co-signer's consent SubJect to the prov1sions of Section 18, any Successor tn Inter est of Borrower who assumes Borrower's obligations under this Security Instrument m writing, and 1s approved by Lender, shall obtam all of Borrower's r1ghts and benefits under th.ts Security Instrument Borrower shall not be released from Borrower's obligations and liab1l1ty under this Security Instrument unless Lender agrees to such release m writrng The covenants and agreements of this Security Instrument shall bmd (except as provided in Section 20) and benefit the successors and assigns of Lender 14. Loan Charges Lender may charge Borrower fees for services performed m connect1on with Borrower's default, for the purpose of protectmg Lender's interest in the Property and nghts under this Security Instrument, tncluding, but not limited to, attorneys' fees, {'roperty 1ns_pect1on and valuation fees In regard to any other fees, the absence of express authority m this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohtbttion on the charging of such fee. Lender may not charge fees that are expressly proh1b1ted by this Secunty Instrument or by Appltcable Law I111t1als e~ S f< ~-6(W A) (0012) Page 10 of 1S \ Po.rm 30-i& 1/01 CW/A 06/23/04 5 43 PM 6081529312 20040G2e002%!4.<tt 1 If the Loan ts subJect to a law which sets maximum loan charges, and that law 1s finally interpreted so that the interest or other loan charges collected or to be collected in connect1on w1th the Loan exceed the perm1tted limits, then (a) any such loan charge shall be redu ced by the amount necessary to reduce the charge to the permitted ltmit, and (b) any sums already collected from Borrower which exceeded permitted lam1ts will be refunded to Borrower Lender may choose to make th1s refund by reducmg the principal owed under the Note or by making a direct payment to Borrower. If a refund reduces principal , the reduction w111 be treated as a partial prepayment without any prepayment charge (whether or not a prepayment charge 1s provided for under the Note) Borrower's acceptance of any such refund made by direct payment to Borrower will constitute a wa1ver of any right of action Borrower might have arising out of such overcharge_ 15 . Notices. All notices g1ven by Borrower or Lender in connection with this Security Instrument must be m writing Any notice to Borrower tn connection with this Security Instrument shall be deemed to have been given to Borrower when mailed by first class m&11 or when actually delivered to Borrower's notice address it sent by other means Notice to any one B orrower shall constitute notice to all Borrowers unless Applicable Law expressly requires otherwise The notice address shall be the Property Address unless Borrower has designated a substitute notice address by notice to Lender. Borrower shall promptly not1fy Lender of B orrower's change of address It Lender specifies a procedure for reporting Borrower's change of address, then Borrower shall only report a change of address through that specified procedure There may be only one designated notice address under this Security Instrument at any one time Any n otice to Lender shall be g1ven by de!Jvermg it or by ma1hng 1t by f1rst class mad to Lender's address stated herem unless Lender has designated another address by notice to Borrower Any notice 10 connect10n with this Secunty Instrument shall not be deemed to have been g1ven to Lender until actually received by Lender If any notice required by th1s Security Instrument 1s also required under Applicable Law, the Applicable Law requirement will satisfy the corresponding requirement under this Secunty Instrument 16 Govermng Law, Severabtl1ty; Rules of Construction. This Secunty Instrument shall be governed by federal law and the law of the JUrtsd1ct1on 10 which the Property is located All rights and obligations contained m this Secunty Instrument are subJect to any requirements and hm1tat10os of Applicable Law Apphcable Law might exphcitly or 1mplic1tly a11ow the parties to agree by contract or tt might be silent, but s uch silence shall not be construed as a proh1b1tion agarnst agreement by contract In the event that any prov1s10n or clause of this Security Instrument or the Note conflic ts with Applicable Law, such conflict shall not affect other prov1s1ons of th1s Security Instrument or the Note which ca n be given effect without the conflicting provision As used m this Secunty Instrument (a) words of the masculine gender shall mean and include correspondmg neuter words or words of the femintne gender, (b) words m the singular shall mean and mclude the plural and v1ce versa; and (c) the word "may" g1ves sole discretion without any obligation to take any action. 17. Borrower's Copy. Borrower shall be given one copy of the Note and of tlus Security Instrument 18 Transfer of the Property or a Benef1c1al Interest tn Borrower As used m this Section 18, "Interest 10 the Property" means any legal or bonef1cial mterest i n the Property including, but not limited to, those benef1c1Bl interests transferred 10 a bond for deed, contract fo; deed, installment sales contract or escrow agreement, the mtent of which is the transfer of title by Borrower at a future date to a_purchaser If all or any part of the Property or any Interest 10 the Property 1s sold or transferred (or 1f Borrower 1s not a natural person and a beneficial interest in Borrower 1s sold or transferred) without Lender's pnor written consent, Lender may require 1mmed1ate payment m full of all sums secured by this Security Instrument However, th1S option shall not be exercised by Lender 1f such exercise 1s prohtb1ted by Applicable Law If Lender exercises this option, Lender shall g1 ve Borrower notice of acceleration The notice shall provide a period of not 1oos than 30 days from the date the notice 1s given m accordance with Section 15 witfun which Borrower must pay all sums secured by this Security Instrument If Borrower fails to pay the.so sums pnor t o the expiration of this period, Lender may 10voke any remedies permitted by thts Secunty Instrument w1thout further notice or demand on Borrower G -6(WA) (0012) ~ CVWA 06/23/04 5 43 PM 6081S293 12 Pago 11 of 15 Initials Cs: Sh' ' ' Porm S048 J/01 200lro625002234.0 12 19. Borrower's Rtght to Remstate After Acceleration. If Borrower meets certam conditions, Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earlte.st of (a) five days before sale of the Property pursuant to any power of sale contained tn this Security Instrument; (b) such other period as Applicable Law might specify for the termmat1on of Borrower's right to reinstate; or (c) entry of a Judgment enforcing this Security Instrument Those conditions are that Borrower· (a) fays Lender all sums which then would be duo under this Security Instrument and tho Note as 1 no acceleration had occurred; (b) cures any default of any other covenants or agreements, (c) pays all expenses mcurred in enforcmg this Security Instrument, mcludtng, but not limited to, reasonable attorneys' fees, property inspection end valuation fees, and other fees m.curred for the purpose of protectmg Lender's mterest in tho Property and rights under this Secunty Instrument, and (d) takes such action as Lender may reasonably require to assure that Lender's mterest m the Property and nghts under thts Security Instrument, and Borrower's obligation to pay the sums secured by tbts Security Instrument, shall continue unchanged Lender may requ1.re that Borrower pay such reinstatement sums and expenses 10 one or more of the following forms, as selected by Lender (a) cash, (b) money order, (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, mstrumentahty or entity, or (d) Electronic Funds Transfer Upon reinstatement by Borrower, this Security Instrument and obhgations secured hereby shall remain fully effective as 1f no acceleration had occurred However, this nght to reinstate shall not apply 10 the case of acceleration under Section 18 20 Sale of Note Change of Loan Servicer Notice of Gnevance. The Note or a partial interest 10 the Note (together with this Security Instrument) can be sold one or more times without prior notice to Borrower A sale might result in a change in the entity (known as the "Loan Servicer") that collects Periodic Payments due under the Note and trus Secunty Instrument and performs other mortgage loan servicmg obligations under the Note, this Secunty Instrument, and Afphcable Law There also might be one or more changes of the Loan Servicer unrelated to a sale o the Note If there is a change of the Loan Servicer, Borrower will be given written notice of the change which w1U state the name and address of the new Loan Servtcer, the address to which payments should be made and any other mformation RESP A requires in connection with a notice of transfer of servicing It the Note 1s sold and thereafter the Loan 1s serv1ced by a Loan Servicer other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note f>Urchaser unless otherwise provided by the Note purchaser Neither Borrower nor Lender may commence, Join, or be Joined to any Judi cial action (as either an mdividual lttigant or the member of a class) that arises from the other party's actions pursuant to this Security Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other party (with such notice given in compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a reasonable penod after the glVtng of such notice to take corrective action If Applicable Law provides a time penod which must elapse before certa10 action can be taken, that time pertod will be deemed to be reasonable for purposes of this paragraph The notice of acceleration and opporturuty to cure given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satJ.sfy the notice and opportunity to take corrective actionfrov1sions of this Section 20 2 Hazardous Substances. As used tn this Sect10n 21 (a) "Hazardous Substances" are those substances def med as toxic or hazardous substances, pollutants, or wastes by Env1ronmental Law an.d the following substances. gasoline, kerosene, other flammable or to:uo petroleum products, toxic pesticid es and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials; (b) "Environmental Law" means federal laws and laws of the jurisdiction where the Property 1s located that relate to health, safety or environmental protect10n, (c) "Environmental Cleanup" mcludes any response action, remedial action, or removal action, as defined m Environmental Law, and (d) an "Environmental Condition" means a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or m the Property G-6(W A) (0012) ;, I1Ut1a1s :S:S. Page 12 ot 1S Form 30-48 1/01 CVWA 06/23/0q 5 43 PM 6081529312 2004062e002?~.61S Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that 1s 10 violation of any Environmental Law, (b) which creates an Environmental Cond1t1on, or (c) which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property The precedmg two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recogmzed to be appropnate to normal res1dent1al uses and to mamtenance of the Property (including, but not hm1ted to, hazardous substances m consumer products) Borrower shall promptly give Lender written notice of (a) any investlgat10n, claim, demand, lawsuit or other action by any governmental or regulatory agency or pnvate party mvolvmg the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, tncludmg but not limited to, any spilling, leaking, discharge, release or threat of release of any Hazardous Substance, and (c) any condition caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property If Borrower learns, or 1s not1f1ed by any governmental or regulatory authonty, or any private party, that any removal or other remed1at1on of any Hazardous Substance affectrng the Property 1s necessary, Borrower shall promptly take all necessary remedial acttons 10 accordance with Environmental Law. Nothmg herein shall create any obligation on Lender for an Environmental Cleanup NON-UNIFORM COVENANTS Borrower and Lender further covenant and agree as follows 22 Accelerat1on, Remedies. Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenant or agreement m this Security Instrument (but not prior to acceleration under Sect10n 18 unless Applicable Law provides otherwise). The notice shall specify (a) the default, (b) the act10n required to cure the default, (c) a date, not less than 30 days from the date the notice ts given to Borrower, by which the default must be cured, and (d) that failure to cure the default on or before the date spec1f1ed in the notice may result m acceleration of the sums secured by this Security Instrument and sale of the Property at public auction at a date not less than 120 days m the future The notice shall further inform Borrower of the nght to rernstate after acceleration, the nght to bnng a court action to assert the non-eustence of a default or any other defense of Borrower to acceleration and sale, and any other matters required to be included m the notice by Applicable Law If the default ts not cured on or before the date sfec1f1ed m the notice, Lender at 1ts opt1on, may requt.re 1mmed1ate payment m full o all sums secured by this Security Instrument without further demand and may mvoke the power of sale and/or any other remedies permitted by Applicable Law. Lender shall be en.titled to collect all expenses mcurred m purs-umg the remedies provided m this Section 22, incl-udmg, but not hm1ted to, reasonable attorneys' fees and costs of title evidence. If Lender mvokes the. power of sale, Lender shall give wr.itten notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold Trustee and Lender shall take such action regardmg notice of sale and shall give such notices to Borrower and to other persons as Applicable Law may require. Atter the tune required by Applicable Law and after publication of the not1ce of sale, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated in the notice of sale w one or more parcels and in any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by Applicable Law by public announcement at the time and place fixed m the notice of sale. lender or 1ts des1gnee may purchase the Property at any sale. Trustee shall dehver to the purchaser Trustee's deed conveymg the Property without any covenant or warranty, expressed or implied. The recitals m the Trustee's deed shall be prima facte evidence of the truth of the statements made therein. Trustee shaJl apply the proceeds of the sale in the followmg order· (a) to all expenses of the sale, mcludmg, but not ltmtted to, reasonable Trustee's and attorneys' fees, (b) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to it or to the clerk of the superior court of the county in which the sale took place, G,\-6(WA) (0012) Page 13 of 15 s "< Form 3048 1/01 CVWA 06/23/04 5 43 PM 6081529312 2004062S0022~.014 23 Reconveyance. Upon payment of all sums secured by thts Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender th.ts Seour1ty Instrument and all notes evidencing debt secured by tbts Secunty Instrument to Trustee Trustee shall reconvey the Property without warranty to the person or persons legally entttled to it. Such person or persons shall pay any recordation costs and the Trustee's fee for preparing the reconveyance 24. Substitute Trustee. In accordance with Appltcable Law, Lender may from time to time appomt a successor trustee to any Trustee appomted hereunder who has ceased to act Without conveyance of the Property, the successor trustee shall succeed to all the title, power and duties conferred upon Trustee herem and by Appltcable Law 25 Use of Property. The Property 1B not used principally for agricultural purpose8 26 Attorneys' Fees. Lender shall be entitled to recover 1ts reasonable attorneys' f~ and costs in any action or proceedmg to construe or enforce any term of tb1s Secunty Instrument The term "attorneys' fees,' whenever used tn tlus Secunty Instrument, sh.all mclude without limitation attorneys' fees incurred by Lender tn any bankruptcy proceedmg or on appeal ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contamed in this Security Instrument and in any Rider executed by Borrower and recorded with it Witnesses --------------{Seal) •Borrower __________ (Seal) -Borrower (Seal) ---------------Borrower __,,~"""'-"""-='~=---9;u.., ... --'/V\;...:,/)--1----(Seal) GURDEV SINGH -Borrower _S_~-~~...a.___/~-----{Seal) S~JIT KAUR -Borrower -------------{Seal) -Borrower --------------(Seal) -Borrower ____________ (Seal) -Borrower ~-6(W A) (0012) Page 14 of 15 Form 30-48 1/01 CVWA 06/23/04 5 43 PM 6081529312 2004082900!!~4.816 STATE OF WASHINGTON County of King On this day personally appeared before me ClJRDEV SINGH and SURJIT KAUR J ss . to me known to be tho mcbv1dual(s) described m and who executed the w1thtn and foregomg instrument, and acknowledged that ho/sh~s1gned the same as his/he~ee and vol untary act and deed, for tho uses and purposes therein mention~ GIVEN under my hand and official seal thts fA 't ' "'"" day of June, 1 2004 ____ .... ~, Notary Pubhc 1n and for the State of W ash1ngton, res1d1ng at King County Marsha M. Boyd My Appointment Expires on 3-29=2006 <mt\·6(W A) (0012) Page IS of 1S 1n111a1s Cs $ k Form 30-48 1/01 Cl/WA 06/23/04 5 43 PM 6081529312 • • .:r Filed !or record at request of (and vhen recorded return to): • Ill Soos c~eek Water and sewer Di•trict P.O. Box 5IOJ, 14616 S.E. 1,2nd Street Ren ton, W&•hington 91051-lOJ, W.atoc Rttaolution Ito. DIVELOP!Jl UTDSION IUIDCB~ ACIIEE>mlT SOOS CREEJt WATER A>l1) S'nat OISI'JUCT ~s ...... r JI :~ I .•. Dated __ ..!M~a:.,Vt_ __ .. l.M.0 ___ , 1' ....2fs_ Tor...ioation dat• ~~f~·c~b~r=u~a~r~y.__~1=2~1--=2~0~0><-'-7 _____ _ TBIS ACREE>CZ'HT mad• and entered into by and b •t•••n sooa creek water and s ewer Di•trict, a Washington Muni cipal Corporation, h~r•inatter referred to u "t ?\e Dhtrict•, and Wilson 2 x Partners • or auigna, hereinafter collectively r e ferred to•• •owner•, VI TN gs S ! TB: ~. owner has installed water or oewer mains and/or tacilitiea to provide ••rvice to propartiea within the ••rvice area of the District, and the District h•• accepted a Bi ll of sale tor such tacilitiea; and WHEREAS, the Board of coranisaioners of the District ha• by Resolution provided tor the execution of agreements tor the rei.mburaa11141nt to owners or their asaign• from connection char9•• of a portion of th• coat• ot auch !aciliti•• from other property owners who aubaaqnootly connect to or use tbe taciliti•• who did not contribute to the original coat thereof; and -l - . .... ·-. l 1 1 j . l e I I • ... [: [ I • I· l j( ' ., ,: I .. • • - Latecomer A9reement 110. fil_ wm::REAS, the facilities described in Exhibit "A" hereto have been installed by o,,mer, and may be connected to or used by other property ovnera pursuant to th• co111prahanaiva Plan o f the District; and WBEllllS, th• Board of Coll!lllissiooars bas datanunad whic h parcels of property would require 1Wlar facility improvements if deve loped u per.nitt:ad by the comprehanaiv• Plan of the District, the leqal deacriptio n of a.uch parcels being described in r:xhibit •a• hereto. MOW, TJIXRll70U, IT IS ACIUO!D• Facillti••• That the taciliti•• 1ubjact to this Re imburse11ent Agreement are tho•• de,cribed in Exhibit "A" hereto, the concents of vhich a re incorporated herein by thi s reference•• though fully set forth . That the rel.Jnb11rn111ant &rota co which thi• 2. Rel.lnbursamant Agree11ent i• applic able 1• hereby ·dataniined to be th• area daacribad i n Exhibit •1• her e to, th• legal daacription of which is he reby incorporated herein by thi• r eference•• though ful ly se t f orth . J. 11aiabu.ra-ot AIIOUDt . Th ~t owner ahall be ent itled t.o rai.:nbu rsoinenc pu:s u a nt hereto in a total ainounc o t $ 1S6 774 S4 ___ . la .. the 201 ad::lini otrativa c harge deacribad harelnbalow, which a»ou,,t aha l l be co lla c tad f rou, th• ral.lnburae,nent a.rea a t cha r atu daocribad in r;lth i bic ·a· he roto, which r.1.tes o t rai.lllburaa11ant are incorporated herei n by thi• rafei:-enc~. o,,mei:- a c knovladqe• that the 1uc h rei.lllburnu,ent amount hu been d et.eoi ned in accordance with R.c.w. 56,16.030 and/or R.c.w. 57.16.010, •• is appropri.1.te t o the nature ot tba !aciliti••· 4 . Ra.llobure-Dt Period . That owner shall be entit l e d to rei.lnbursell\8nt hereto frou, connection charges collected by the Diatrict tor a peri od o f fift een (15) year• fro111 the date ot acc eptanc e by th• oiatric t o t • Bill o f sale t o r th• facil itie• deacribed herein. Purauant hereto, th• entitl e111ent o f o,,mer to roi.mburaeu,ent •hall t e r.a.i nata on the 1 2 th d&y o t February 2007 ~- 5. collection After Rai.mbura ... ot Period. Af t e r tho date of termi- nation ot o,,mer'• ant itle111ant to rei.lllbursement, the Diatrict •hall c:c llect tha aJDouota eata.bliahed herein•• co nnection chug•• to e n sure that a l l ovnera c onnec ting to the Diatric t •a fa c ilitio~ pay t heir fa i r shue there f o r . In suc h ••ant, the facili tie s deacribed herein ahall not be con1idered donated, the po tenti a l tor collection by th• District, a nd th• obliqation t or •~tended ~aintenanc• and o perat ion of under-utilized fao iliti•• to be cons idered in tho Diatrict •, devalop111ent o f it• General Taciliti•• Charge• and inonthly service c barg••· 6 . J,daiJ1.iatrativo Cbnrge . That all auma r•c•ived by the Di1trict ao connection charges to wh ich this Reimburaoment Agrae&e nt vould be applicable -2 - : •C) ,!. ') . ' ' I I I I I I I 1. I' ' t I ~ ~ ~ r i: f· I ~~ ·. l I !:.i i. 1" ,, " ,. I, ' ~ ,S ·:~ :i i 'ti . ·~ l" ~i I l " ·~·· ' ·,! ·.tl ~ ·.l I /.. ,. l f<, i ,.. . , 10 i: I' t, : -~ ·j .. l: Ii ., • Ill ahall be subject to an adlllini1t.rative charge of twenty percent (201) of the &IDOunt collected, vhicb uiount ahall be deducted by th• Diat.rict upon collection thereof. Tb• partiea hereto acknovledge that aaid &IDOUDt ia a reaaon&l>le eati.Jute of tbe Diatrict•a a ctual adlllini1t.ratiYe coats to be incurred purauant hereto, and further acluiovledge that auch charge ia not a part of th• conatruction and contract adlainiatration coata of the project. 7. waiver of JteUlbcar-nt. That in the event owner, or ita auign• vaiYea entitl-nt to any reillbur••-nt provided for herein, aucb waiver vill be effective only U executed and delivered to the Dhtrii.t prior to tb• date any connection cbar99 fr-vhich reillbura-nt ia required hereunder i• tendered to tbe Oilt.rict, and prior to the date ovner•• entitle-at to reiabura.-nt hereunder tenaioat••. IQ auch event, tbe Diatrict ab&l.l prepare and record a Jtel•••• in th• Jtin9 county Auditor•• office, releaaing fro• aaid property all but ten percent ( 101) ot the reillburH-Dt UIOUDt, to vhich U10unt th• oiltdct vUl r.main entitled aa a conoectioa char9• for ita titaaon&l>l• ••tillatad aaienda4 coat• ot tbe admJ.niat.ration hereof. I. 8e<Jre9atiolle, That tbe Diatrict ahall have the right to provide tor one ••gregation of connection charge• for ••ch owner of property vithin th• reiinburoa.,.nt ar•• deecrib•d herein1 provided, bovever, that any euch ae9re9ation eball raault in no aegragated parcel vith l••• than 100 !eat ot frontage. t. lll>forc.-llt by Diatrict. That ovnar a9r••• that th• Diatrict •1 duty to enforce thia Agr••••nt vill be liaited inatanc•• of actual utiliza~~on by property ovn•r• of the taoiliti•• deacribad herain1 and further agr••• that any non-utilization of th••• faciliti•• reaultin9 froa land uaa deciaion• o! other agenciea or !roa a property ovner•• deai90 ot a ayat .. for aervic:• of the proparti•• deecribad herein ,ball not b• aubjact to reillburaemellt, Th• Diatrict•a only obligation ahall be to enforce it• c:o,npreh•n•i•• Plan•• to any auc:h •Y•t .. tor providing ••rvic•, vhich duty ovnar aclcnovledg•• i• oved to tba public:, and not to ovner. Notvith1tanding th• tore90ing, the oiatric:t agr••• to •••rci•• good faith in th• protection of ovner•• right• hereunder, and further agr••• to axeroi•• good faitb not to prevent or delay collection of anounts from vhich ovnar i• entitled to reillbu.rae ... nt beyond th• tersJ.na- tion date o! ovner•a entitlement, •• etated herein&l>ove. 10. coat• of ICD!orc:-nt. IIAy coats reaeon&l>ly incurred by th• District to enforce the terma o! thi• AgrH-nt, including but not liaJ.ted to r•••onable attorney f••• and court coeta, ahall be cbar9e&l>l• to ovner, and ahall be deducted froa connection char9H collected by tb• District from vhich o-rner would be entitled to r eillburaeinent ; provided, how.var, the Di•trict and owner may agr•• to aaaign to Ovn•r tbe right to enforce collection, which •••ignaent ehall be vitbout recour.. by ovner aga.J.n•t th• Dhtric:t; and provided further, that ovner aball pay to the Diatrict the tvellty percent (201) adlUniatrati•• coat provided for berein&l>ove prior to, and •• a condition to any euch •••ignaent, -3 - ... ··--=----..... ---......... -... -"""!"'"~ ..... • ~ -~ ;:·=-t=~1~0 > .. ·. • o) ' '. d~ .10 ·, ·' ~ ,t l ' ~ . f . . ) J ~ ' t I r ! i( ' I t i I r r, .. ~ l. I, l ( , ,, I I i:. ' fr 1· .. ~ t~ ,. ,· :1 I :I "j I rt· ... • • 1111 LatecoiDer Agreement No. J..62.___ 11 . Addresa 110UtieatioD. owner ahall lt••P District advised of its addreaa during th• tani of this &graeMnt for purpose• of correspoodance, noUcH or other co:mnunicatioa pertaiaiag hereto. Th• obtrict shall be required only to utilize th• ad.dreu 011 file vith the Dhtrict for aay purpoaas required bareby • DAnD this .u2,_~ay ot ---'~~~~'-"<---' 1~. STATS or WASBINOTON) ) .. (District) COUMT'I or JUNO I on this tJ! day ct ~ , 19 'I!/::._, be tore -th• undenignad, a Notary Public infer the stat• ot wuhinqtoa, duly eonai11ioned and avorn, personally appeared O (M{IJ /1(/tif. L, and tl1zf?1c.t< BCBZ.tL , to .. known to b• th• P\"Hident and secretary, r eapectively, of 100• Creek W•t•r aad sever oistrict, th• municipal. corpo- ration that exacuted th• toragoing instrument and acltaovladged th• said inatruaent to be th• fr•• and YOluntary a ct &J1d deed ot aaid corporation, for tb• u••• and purpo••• therein .. ntioaed, aad on oath atated that they are authorized to execute said in•~Dt, and that th• ••al atfix•d h th!9 corporate •••l of aaid municipal corporation. WIT!f!:SS SI'/ band and official ••al b•reto affixed th• day and year first above written. -4 - ···•-,.~--·---........__,;'2.=·~~· 1:...:0=..'....:.. 1· /. • - STAT!: or ~BINGTON) ) .. (CorporatioDJ COUNTT or UNG ) oo tbil __ day .of • 1' • before -t b • undar•iqned. a arot&l"J' PUbUo in and tor th• state ~ wuhiil~oo, duly colllllliuioned a.Ad svoru, penonally appeared and ---------------• 1:0 • ltnovn t:o be tlle PrHideDI: and s.cret&r}', raapecl:i,,..ly, of , , th• cGri)Or&t:io11 that exacutad the tor-90ili9 i111truaenl: and aclalovled9ed th• aaid i.nat.rlme11t to be t.b• tree ancl ,rolw:it&l"J' aol: and dead of ,aid corporation, tor th• uaee and purpoH• the.rein· •ntioned, and on a.th 1tated that they &.r9 authorized to execute of ,aid lnatrWDent, and tbat th• ••al affixed 1• tb• corporal:• •••l of eaid corporation, lfITIIIU a'f band and official H&l hereto atti.nd th• day and yeu fine above vril:teD, STATE or W.U8IKC.T01f) I u COUNTT or ltlNO ) NOTARY PU'IILIC in and tor tb• Stat• ot wubinqt:on, redding at Ky c-1.uion ex-pi.r•• • (Individual) on thia day per•onally appeued before .,. ,Iame• w Howton and Hare p, Wi )non , to M lulOVll to be the individual daacribad in aod vbo executed th• fore9oio9 ioat%\1aeDt and acltDovlad9ad th• ___ •igned tbe aame H ___ •oluntary act a dead, for tbe u•e• and purpo••• ~herein •ntiooad , C.IVEM under sry hand and oiticial · Ha¥ • 19....!U• -5 - t Issaquah · 12-29-94 I t I' ' ' l'. i I ~ /. i' (. f t, .. f •I ' ,; . ·~ ,. I· ,, ;~ • • EXHIBIT "A" Soos Creek Water & Sewer District Sewer Latecomer's No . 162 Plat of Chinquapin Ridge Sewer Base Maps E-3 & F-3 Description of Facilities : l ,83 l .00 lineal feet of 8 -inch sewer main, 458 lineal feet of 6 -inch sewer stubs , and 6 Manholes on Southeast 192nd Street from 300 feet East of 108th Avenue Southeast to 610 feet east of 113th Way Southeast (adjoini ng Tax Lots 145. 662340-0112, 662340-0120, 662340-0129. 662340-0i 31. 38 , 662340-0115, 662340-0150, 662340-0l 52. 662340-0l 41, 662340-0140, 2. 280. 105. 73, and 259). F \04\004 \0l\A·LC IIU fX1' a ·!2 · ·'·'.:.; .. <:··., ':·:'•' \ I l~. lo ' t t: r I 1, \ ,• 11· L -~ ,. it ....... 1 • • 1111 EXHIBIT "B" SOOS CREEK WATER & SEWER DISTRICT SEWER LATECOMER'S NO. 162 Chinquapin Ridge Base Maps E-3 and F-3 Those portions of the Plat of PANTHER LAKE GARDEN TRACTS as recorded in Volume 9 of Plats, page 25, records of King County, Washington, described as follows : The Southerly 150 feet of the East 94.76 feet of Tract 11; AND tho Southerly l 50 feet of Tract 12: AND the Southerly 130 feet of the West 154 . 19 feet, and the North 138 feet o f tho South 150 foot of the East 1 05 fe e t of Troct 13; AND that portion of the East 17 4 .64 feet of said Tract 13 I\ d Northerly of the North line of King County Short Plat No . S90S0211; AND Lot 2 of King County Short Plat No. 482007 as recorded unde r rec ordin g No . 8303080870; AND the No rth 150 foet of Tracts 14 and 15; AND the North 180 feet of that portion of Government Lot No. 1, Se c tion 5 , Township 22 North , Range 5 Ea st, W .M ., which lies Easterly o f th e East line of Lot 2 of King County Short Plat No. 681090 as re corded under recording No. 8206150667 . LE SS c ounty ro ad . All situate in King County, Washington. Latecomer's Rates : S 5 7 . 9 4 per front foot $935 .93 per stub •C) ~ :.-;·/~",i,',''.''. .···. $ ., ... ) j ~ ,, ! ! I lo I f. i , !. i: I t .; [ t •· ~: ( k r l ' I , ' ~ V r I I I SH O RT PLAT NO __ 4a_zo_o7 ___ _ s . ...E_ T.~ R.~w.M. KING COUNTY, WASHINGTON ' LEGAL This sp•ce r•s•r~•d tor APPROVAL recorder's u•• ·, riled tor rec:ord •t th• requt!9t of : Northwest Engineering Company N•- Retuzn to, BuiZdi11{1 & Land Dsv•lop,,i.nt 4SO XC Adnn:niatmtion Bldg B•attl•, Wa.hi11{1tcn 98104 DESCRIPTION Deparu.nt ot Pl&M.f.ng .,kf C~n.f.ts, Develo~nt BuJ.ldJ.ng and r..nd Development DJ.v.f.•J.on .. o.~rc-nt ol Public Woru ~ £x•mJned •nd •pproved tlua /~tUIJ of ~id;-,,.92 Director Des,.rt•wmt of AssusNnU £xuuned •nd •pproved thl• I , I d•IJ Of ,i±;l1 . No~ pt The East half, of the West half, of the Southeast quarter of the S0utbee1t 1/4 of Sec. 32, '!VII. 23 North, Range 5 East, Willamette Meridian, King County , Washington. ~ the South 30.00 feet thereof, deeded to Jting County for re,d. SUBJECT TO AND TOGETHER WITH all easements, restrictions, reservations and agreements of record, 1f any . Map on FIi• In Vault q.~ 10870 I> tS,00 rs.«> ••t1 "' ,' ;;.cf.~ , ' > Rr.COfftll 1115 U t NII I 2·tae "',~ P•~ lot __L i N ~ ., ~ .... Ii ' ~' ~ .. " ~ ~ .. ~ " ~ ' ~ } M' 'S ~ l \ Al. ll~ .JE~ 1 .S£'ff,.S~. ,z-z,-.s: ,A..), ~, • .,,.~-w. ..J..10.46' . ~ : i @) ~ ! ~ ' ~ ~' ~ ~' ~ ~ ' ~ ~ ~' ~ Mu•.so ·1•·w. ,u.44•40·11· W. /07. l'J"' ~.()O l(;I. ZJ ' ._; lli au ' I !) ~ ~~ ' .... . ~ ~ :? (l) ;~ II ® ~ ~ ~ ...: ~i ~ s ... ~ ...... ~ ~ 0 ~ ~ < ~ •• ,o• 6•14' ~•.11.l7' ~-~~~'~·'~·-·-·~-~l~~-~~~-·-~~~--~~~4~.~~-·---+---·a 11 .JI -" ': ~~~M~·~·,.s·w. ·~-192~-"-----H~i-~~44 ! Land surveyor'• Cert1!Jc•t•, rhi• ,hort pl•t correc tl11 r ~pre,ent• • ,urvew Md• bl/ -or w1d1r 11111 dJr•,·tJon Jn con!or ... n~• ~Jth th~ r,quJrea,n t • of •pproprJ•t• 1t•t• •n d count11 •t•tut• •nd ordinance , Short Pl•t No • __ ..14':lll8:112lll!Oci01L.J:------ Map on FIi• In Vault -+-Direct J on, .JO' 0 .... DECLARATION : Know all men by these presents that we, the undersigned, owner(s) in fee simple [and contract purchaser(s)) of the land herein described do here- by make a short subdivision thereof pursuant to RCW 58.17.060 and declare this short plat to be the graphic representation of same, and that said short subdivision is made with the free consent and in accordance with the desire of the owner(sj. ve set our hands and seals. Name Nam• STATE OF WASHINGTON) 55 county of l • 011 this day p11reo11alt11 app11tu'•d b•for• 1114 Jo~ IL \? h J . UN i C.b GIVEN 1411dflr rrry hand and official tJ11al l9 82 sea l STATE OF WASHINGTON) as County of ) • tom• bim to b11 tfui lndlvldual a.,orlb•d in and who •:z:,out,d th, i.ilthin and foregoing instl'l#nfflt, and aoknocJl,dg11d that eign11d th• SQ111fl as fr .. and voluntary aot and dJ,11d, for th• ua,, and purpoe11, therein m11ntion11d. GIVEN ~r rrry hand and officia l ual this day of ________ __, is __ _ SHllRT PLAT NO. P-2088 6/79 Notary Public in and for t>i. Stat• of Washington, r.sidi.ng at-------- :, , . .: ' i ,, ,, ' ' ! i I I • ,· ·-. .. ,. £ i 0 s g DECLARATIOO : Know all men by these presents that we, tbs undersi&ned, owner(a) in fee simple (and contract purchaser(a)] of tbs land herein described do hereby make a abort sub di vision thereof pursuant to RCI 58 .17. 060 and declare tbia sborL plat to be the 1rapbic representation of same, and that e&id abort sublliviaion is made witb the free consent and in accordance witb tbe deaire of the owner(s), In witne•• whereof we have set our bands and seals, NS;, (y, ~~ Name Name Na.me Name Name to • boltn to ii. ~ J.ad.1v1dual cfU~ 1n &nd who uecuted th• w1th1n &nd tonr,olng j,wt.ruant, Md adcnowl~~d that •1gned th• ... u a,., hH &nd YOluntut, 11nt Md t!Hd, tor th• -• Md ;uzs,oa•• there.in mnt:.foned . GI VIM under Ill/ band Md otr.fcJal •• STATB OJ' W.ASHINC7rON,l u. Counti, ot ____ _ On W• dai, personalli, appeared before•----------------- to • /ulotln to b• the lncl1vi .iu.ll d .. crJbed .1n and who execut~ th• wlthJn &nd toregoJng m•tn1N11t, and ac:Jaxwledged that signed th• ... u lrH and YOluntary aot and dNd, tor th• •• and purp»•• there.in -uoned, GIVEN under 1111 hand and otr1c1al Hal thu _ dal/ ot ______ _, Short Plat Number 4J'Z-tJtJ7 Notary PubHc 1n &nd tor th• Stat• ot ,ruhmgton, redd.fng at , . ' I , i DECLARATIOO : ~ow all men by the•e pre•ent• that we, the underai1t11ed, o...ner(s) in fee simple (and contract purcbaaer(•)J of tb• land herein described do hereby make a abort •ubdivi•ion thereof purauan.t to RCW 58 .17.060 and declare this aborL plat to be the 1rapblc repre•entation of came, and tbat •aid abort aubllivi•ion 1• made with the fre• conaent and in accordance with the desire of tbe owner(,), In witne•• whereof we bave ••tour banda and seals. i 77 }tt.;~,/ ~ &;i'& 4(/flC< ii;;~ Name Na.me Name STATE 01" WASBINal'ON ,t .... Counti, of l(; /IJ ~ { 0n w. ct.11 ,-non•ll11 •11,eued b•tor• -t'\A =4, 11 e s W; \ \:s ro !> ~~" y. fy //~en lfl' ti · f..,q t.g.1 Ftn:,J C. Fu 11<(,., I STATE or 1fAS8IN0l'0N ,l ... Counti, at _____ { On thJ• 4•11 per,on.Jli, •11s-•r•d b•for•.,. ----------------- to • A:nolm to b• th• incUvi<iu,l d .. cribed in IU!d who eHcuted the witlun ,nd .foregoing in,t,._t, •ncf •cJrnowledv-,cf tlMlt •igned the ••-u t~ and 110lunt•rv •ct ,nd dNd, .for th• u.• and s,urs,o,•• therein mentioned. GIVEN under .., lwld and o.t.tfoial Hd th.i, _ ct.i, o.f ______ ., l9_. ...., Short Plat Number 4B200J Noury Public .tn and .tor th• sute at r,..ii.tngton, re•iding •t tnow all men by these presents that we, tbe undersiened, owner(s) in fee simple (and contract purchaeer(a)J of the land herein described do hereby mak• & 1bort •ul>diviaion thereof pursuant to RCW 58.17.060 and declare thi• abort plat to be the 1raphic repreaentation of same, and that said •bort •ul>divieioD ia made with the free consent and in accordance with tb• deaire of the ownor(a). 1~•• wh•:~f??ur handa and eeale, ~~ ~-____;..--- o'Rame . Name i~Mt11 ~ -4,z' Name 0 ~lame STATE OF WASHINGrO.N ,, "· Counti, ot _____ _ On th.i• d•ll s,.r•on•lly apSHf•red before me ~o'"'o.~ vJ ~cz.,..+ 1\, t- to .tnown to be th• indjvJ.dual de•crJ.bed J.n and who executed the within and fore90ing JMtru.mnt, and acJmovJedged th•t both signttd th• ... u 6,,.,..,1 free and YC>lunt•lll act and d .. d, for th• us•• and purposes thereJ.n ll!elltJ.oned. GJYEII ~,.,., •••• ••• olllcl•l •&v!::0-•' ~1'2- Notary PullHc fo •nd tor th• State of Jtublngton, residing •t V '"'"-: uc, STATE OF WASHINGTON ,l u . county of _____ _ co • Jcnown to be th• i.ndi vi dual described in and who executed the w.tthi.n and foregoJ.ng 1nstr-t, •nd ac,C,o<Mlt1dged that si.gned the ••• •• fr•• •nd volunt•.rv act 111d deed, for th• us .. •nd purposes thereJ.n mentJ.oned . GIVEN under 11fJ hand and o!!i.dal s eal chJ.s _ day of ______ _, Short Plat NwnlJer 4e,20::)J Notary Public J.n and for the State of JfashJ.ngton, ra ... i.,bng •t Pace~of_, __ I I -I I '-·.---------I King County Dept. of Development and Environmental Services La nd Use Serv ices Di vision 900 Oakesd al e Ave nu e SW Re nton , WA 98 055-12 19 DATE: 9/13/05 TO: Renton School District REQUEST FOR SCHOOL INFORMATION PRELIMINARY PLATS FROM: RE: Fereshteh Dehkordi, Project Manager Proposed Plat of: Gurdev Singh Short Plat LUSD File No : L05S0009 The Land Use Services Division (LUSD) has re ceived an application for a subdivision in your District. Enclosed is a copy of the plat map received by the Land Use Services Division . In order of us to adequately evaluate this proposal, provide the most accurate information to the public and for LUSD to serve the School District better, please provide us with the following information : Which schools do you anticipate the students living in this subdivision would attend? Elementary Middle __________________________ _ Sr. High ________________________ _ Will the students walk or be bused to these schools : Elementary ________________________ _ Middle _________________________ _ Sr. High--------------------------- If the students will be bused, where do you anticipate the bus stops will be located? If that information is not available at this time , currently, where are the closest bus stops located to this site? Elementary ________________________ _ Middle __________________________ _ Sr. High __________________________ _ Other Comments: Please complete this form and return it to me. If you have questions regarding this proposal , please call me at {206) 296-7173 . Thank you . Form96/S PRS/ReqSc hol.ln f clc 1/6/2000 MAIN FILE COPY • Claussen, Kimberly From: Sent: To: Cc: Subject: • Claussen, Kimberly Wednesday, June 15, 2005 7:33 AM Staines, Heather; Graves , Stacy; Simpson, Kim Dinsmore, Lisa L05S0009 - • Hi -The budget for this short plat has been recalculated & reduced based upon the fee estimate letter received by th e applicant in November 2004 based upon the preapp A04PM229 . The applicant submitted a copy of this est., wh ich we did not have in the file . As a result, the estimate has been reduced . The total est. mailed by Rich Hudson is for $16,216 .72. The budget has been relocked. Please make any changes to the billing and remove finance charges, if any, as the error is not the applicants . Let me know if you have any questions or need additional information . Thanks MAIN FILE 1 • • -Cramer Northwest, Inc. • Surveyors •Planners •Engineers June 10, 2005 Department of Development and Environmental Services AITN: Kim Claussen 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 RE: L05S0009/A04PM229 Dear Ms. Claussen: On behalf of our client, I have enclosed a copy of the Land Use Services Division Fee Quote that was prepared for his Short Plat dated November 19, 2004 . The amount of the Fee Quote was detennined to not exceed $16,216.72 . Our client signed the Fee Quote and submitted the Preliminary Short Plat. Subsequent to the Preliminary Submittal, the client has received a new Fee Quote from the DOES requesting an additional amount due of over $8,000 . The client bas expressed his concern over this request as well as the finance fees and late charges accruing while the issue is being sorted out. I have spoken to you and the billing department (Stacy Graves) and my tmderstanding is that the DOES made an error in the paperwork for the Fee Quote. The client bas informed me that he has also spoken to you and an agreement has been reached to honor the original Fee Quote as well as to delete the late fees and/or finance charges that have accrued as a result of the discrepancy . Will you please work with the billing department to reconcile the account to reflect this agreement? Please inform me if there is anything I can do to assist in the matter. Best regards, ~ Terry Wilson Owner/Operations Manager 945 N. Central, Suite# I 04 Kent WA 98032 (253) 852-4880 Fax (253) 852-4955 www.cramemw.com E-mai l: cni@ cramemw.com ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 ---- Land Use Services Division Fee Quote Pre-app Estimate Number: A04PM229 Date: November 19, 2004 Permit Name: Singh Short Subdivision Permit Type: 4-lot short Plat Permit'Sub-Type: NI A .. Based on permit information submitted by the applicant, the Department of Development and Environmental Services (DDES) has determined the amount of review fees for the subject application. The fees shown below do not include ancillary permit fees, project-related mitigation fees, or any other fees that are passed through to the applicant from other agencies or as part of the project's environmental review. Counter Services Fee for Application Intake: Estimate for All Fixed Fee Reviews (Total): a. Fire Review (2-hours) Estimate for Hourly Fees: Total Permit Fee Quote: $283 .76 $138 .86 $15,794.10 $16,216.72 Note: The estimate for hourly fees stated above is based on the total estimated number of hours not to exceed I 09 hours for the disciplines listed below, and is calculated using the department's hourly rate in effect at the time the work is performed. The total hours reflect work performed by the following disciplines : • Engineering • Platting • Planning • Project Management After receiving the fee quote from DDES , the applicant has ninety (90) days to complete the application submittal . If the application is not recei ved within ninety (90) days , the applicant may be required to obtain a new fee quote. Fee form 12/26/2003 r--------------------------------------------·-------------- For further questions on this fee quote or for other requirements about this permit application, please contact the Project Manager, Rich Hudson, at (206) 296-7157. Sincerely, , Project Manager, Land Use Services Division Land Use Services Division Fee Quote Pre-app Estimate Number: A04PM229 Date: November 19, 2004 Permit Name: Singh Short Subdivision Permit Type: 4-lot Short Plat Permit Sub-Type: NI A The following disclaimers are attached and part of the fee quote for this permit. The applicant is reguired to submit a signed copy of this form with the application and fee payment acknowledging that the applicant has read the disclaimers sated below. Disclaimer Applicants are responsible for all fixed fees and reported hours performed in reviewing submittal materials and processing, up to the fee quote. Changes in the scope of the project review will result in a revised review fee quote. Fee quotes are based on information submitted to DOES by the applicant prior to finalization of the permit application. In addition, quotes are determined by utilizing historical data gathered from projects of similar type, size, and scope. The fee quote will be the maximum fee charged unless the scope of the project changes and/or items are identified that are not originally disclosed or identified later in the process . DDES's fee quote is subject to revision under conditions including, but not limit~ to, the following: 1) Unknown or undisclosed site or project issues 2) Changes in the project 3) Incomplete information from applicant 4) Errors in applicant information or submittal 5) County code fee changes 6) Appeals 7) Road variance approval must be obtained prior to the preliminary submittal. 8) Additional hours may be required if drainage problems are discovered after the preliminary short plat submittal. LUSD fe e estimate.doc 12/12/03 -- 9) Plan changes require a revised estimate. Keeping review fees at or below the fee quote estimates will depend on the applicant's commitment to complete the process review. At a minimum, this commitment should include submitting materials which address all County codes, policies and previous approval conditions, and responding to the County's request for corrections or additional information requirements in a timely manner, not to exceed 90 days. Acknowledged: Applicant/Owner Name (print) Date Applicant/Owner N rune (signature) 'N ( \....v<:::i\3 ~ ~1&rJ'eD Copy LUSD fee estimate.doc 12/12/03 Q Carper Northwest Inc. Surveyor.; •Planners •Engineers 94S N Central Ave. Suite 104 Kent WA 98032 www.cramemw.com ~~&S ~tm ·· 'l\n--(,vt\l\.~ vfOD o~ 'C-<.0d~lG Av~ ge ~~ -f-z,y--, WA_ q 1S' 0 · - c z (i) 0 0 C ; - ~ c.-Gw ~@ ..... ~ ~ c::::::i ~ c&i ~ (stru @) ~e&f"..>~~+ \. 2 \. '2. ll, I,, I,, I, I I,,,, I, I,, 1, I,,,, II,, I ,I, 1111, ,I, Ill, 1111,,, I, 11 /I • t • , • Cramer No r thwest, Inc. • Surveyors •P lanners •Engineers Jlll'le 14, 2005 Department of Development and Environmental Services ATTN: Feresbteb Debkordi f5) rec~~~~'[)' lri1 JUL 1 4 2005 lY 900 Oakesdale A venue Southwest Renton, Washington 98055 RE: L05S0009 Dear Fereshteh: K.C. D.D.E.S. We received your Corrected or Additional Information or Studies Letter dated April 22, 2005, along with the Short Plat Screening Transmittal (copies enclose.d) for the above-referenced Short Plat project. Subsequently, we received clarification and modification to the April 22 letter pursuant to an email from Ted Cooper dated May IO, 2005 (copy eoclose.d). Based on this documentation, the re-submittal package reflects our current lll'lderstandiog of what is required at this time. The April 22 letter and May 10 email have been addressed s follows : I . An intersection and site distance variance package has been prepared and is being coocmreotly submitted with this re-submittal package. 2. No action is required at this time per the May 10 email. 3 . The R-0-W was correctly shown on the previous plans per the May 10 email. 4 . The PAT has been extended such that there is at least 40 lineal feet in which to access lots 1 and 4 . 5. Noted 6. An intersection and site distance variance package has been prepared and is being concurrently submitted with this re-submittal package. Drainage: The Level 1 Drainage Analysis has been revised accordingly The re-submittal package includes the following items: Three copies of a revised Level I Drainage Analysis Five Copies of a revised Short Plat Map (page 1 did not change) Five Copies of a revised Conceptual Drainage Plan No Conceptual Road Improvement Plans are needed at this time per the May IO email An intersection and site distance variance package has been prepared and is being concurrently submitted with this re-submittal package. Please inform us if there are any further questions or concems we can help with. We hope to be able to move forward with the Preliminary Approval if possible. Best regards, ~ ~ Terry Wilson Owner/Operations Manager MAIN FILE COPY 945 N . Central, Suite# I 04 Kent WA 98032 (253) 852-4880 Fax (253) 852-4955 www.cra memw.com E-mai l: cni@cramemw .com • .. ·@ • King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton , WA 98055-1219 April 22 , 2005 Terry Wilson Cramer Northwest Inc. 945 Central Street,# 104 Kent, WA 98032 RE: Notice of Request for Additional Information or Studies, Singh Tumber Short plat Date Filed: February 23, 2005 KC File No . L05S0009 Date of Complete Application : March I 0, 2005 Dear Mr. Wil son: The purpose of this letter is to notify you pursuant to Ordinance 12196 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your record s . Provide a cover letter which lists how each item was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services LAND USE SERVICES DIVISION ATTN : Fereshteh Dehkordi, Current Planning Section 900 Oakesdale A venue Southwest Renton, WA 98055-1219 If the submittal is hand delivered, submit it at the addre ss above . Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this request, or 14 days after the da~e the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. \'1AlN FlLE COPY • • • The deadline for the submittal of the necessary information is, July 22, 2005. In the event you feel extenuating circumstances exist which may justify an extension of this date, you may submit such request, in writing, for consideration by this department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. If you have any questions regarding the additional information or the submittal deadline, please call me at (206) 296-7173 . Sincerely, Fereshteh Debkordi, Project/Program Manager Current Planning Section, Land Use Services Division cc: Kuldip Singh Tumber, Applicant Ted Cooper, Engineer, Engineering Review Section, Land Use Services Division Application File • , ® • Short Plat Screening TranMttal LUSD File No. L05S0009 King County Department of Development Date of Information Request: April 22, 2005 Deadline for Submittal of Information: July 22, 2005 and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton , Washington 98055-12 19 Roads: 1. SE 192nd Street is designated as a principal arterial. King County Road Standards (KCRS), Section 1.1 OB requires 1000 feet of spacing between iQ!ersections along a principal arterial road . The proposed Privat~ Access Tract (PAT) accessing the four lots does not meet KCRS Section 2 .1 OB . The access tract must be revised to meet the spacing requirement or a road variance from this standard must be filed and approved . 2 . 3. 4 . 5. 6 . KCRS requires urban frontage improvements along SE 192nd Street. The frontage improvements shall be designed to urban principal arterial standards . These improvements shall extend along the entire frontage of the site and make standard connections to the adjacent existing improvements. Appropriate pavement tapers and pavement striping shall extend east and west of the project's frontage .. A conceptual frontage improvement plan must b vided to show how the required im rovements will connect to the existing improvements on either si e o e s1 e . KCRS requires 100 fe~t of Ri~ht-of-Way (ROW) along principal arterials. A-50-foot wide ROYY from the centerline of SE 192° Street along ttie site frontage must be provided._ Access to all lots shall be via the Private Access Tract (PAT). No direct access from lots 1 and 4 to SE 192nd Street will be allowed. The proposed access tract must be revised to allow adequate space for access to lots 1 and 4 . The PAT must be less than 150 feet from the center line of SE 192nd Street. Access to lots 2 and 3 may be via a 20-foot wide joint use driveway or two separate panhandles . KCRS Section 5.11 requires rockeries, luminaries, utility poles or any other road obstacles to be a minimum of 1 O feet from the edge of the traveled way. Such items located along the J-1.--- frontage of th~ _s ite must be relocated or removed to meet KCRS Section 5.11 . KCRS Section 2 .13 requires 620 feet of available sight distance where the PAT connects to SE 192nd Street. The entering · sight distance at this location must be verified by a professional. traffic engineer and be shown on the site plan . Drainage: A 'Targeted Drainage Review, Category 2" is required per the 2005 King County Surface Water Design Manual. The existing drainage system must be modified to collect and convey drainage along the property frontage . If you have any questions regarding the road or drainage standards , please call Ted Cooper at (206) 296-7163. Please submit the following by July 22, 2005: 1. Five copies of a revised site plan addressing all the issues above. 2. Five copies of a revised drainage plan . 3. Five copies of a conceptual road improvement plan . 4 . A Road Variance Request from the intersection spacing requirement of KCRS Section 2.1 OB . 5 . Verification of sight distance at the site 's access location . . scr LF /PlatSCR .Sub 2/24/98 clc • . .... • .. . ., ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 April 22, 2005 Terry Wilson Cramer Northwest Inc . 945 Central Street,# 104 Kent, WA 98032 • RE : Notice of Request for Additional Information or Studies, Singh Tumber Short plat Date Filed: February 23, 2005 KC File No. L05S0009 Date of Complete Application: March 10 , 2005 Dear Mr. Wilson: The purpose of this letter is to notify you pursuant to Ordinance 12196 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal . When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your records. Provide a cover letter which li sts ho w each item was addressed. Any clarification or explanation of the submittal can also be included in the cover letter. Please submit the information to: King County Dept. of Development and Environmental Services LAND USE SERVICES DIVISION ATTN: Fereshteh Dehkordi, Current Planning Section 900 Oakesdale A venue Southwest Renton, WA 98055-12 19 If the submittal is hand delivered, submit it at the address above. Your application is on "hold " from the date of this notice, until the date you are advised that the additional information satisfies this request , or 14 days after the date the information has been provide~. You will be notified if the Division determines that the information is . insufficient. Please note that the s upplemental information required after vesting of a complete application shall not affect the validity of such application. MAIN FILE COPY • The deadline for the submittal of the necessary information is, July 22, 2005. In the event you feel extenuating circumstances exist which may justify an extension of this date, you may submit such request, in writing, for consideration by this department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. If you have any questions regarding the additional infonnati on or th e submittal deadline, please call me at (206) 296-7 173. Sincerely, Fereshteh Dehkordi , Project/Program Manager Current Planning Section, Land Use Services Division cc: Kuldip Singh Turnber, Applicant Ted Cooper, Engineer, Engineering Review Section, Land Use Services Division Application File .... King County Department of Development and En vironmental Services Land Use Services Di vision 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 Roads: !ort Plat Screening Transmit.tar, LUSD File No. L05S0009 Date of Information Request: April 22, 2005 Deadline for Submittal of Information: July 22, 2005 1. SE 192nd Street is designated as a principal arterial. King County Road Standards (KCRS), Section 1.1 OB requires 1000 feet of spacing between intersections along a principal arterial road . The proposed Private Access Tract (PAT) accessing the four lots does not meet KCRS Section 2 .1 OB . The access tract must be revised to meet the spacing requirement or a road variance from this standard must be filed and approved. 2. KCRS requires urban frontage improvements along SE 192nd Street. The frontage improvements shall be designed to urban principal arterial standards. These improvements shall extend along the entire frontage of the site and make standard connections to the adjacent existing improvements. Appropriate pavement tapers and pavement striping shall extend east and west of the project's frontage. A conceptual frontage improvement plan must be provided to show how the required improvements will connect to the existing improvements on either side of the site . 3. KCRS requires 100 feet of Right-of-Way (ROW) along principal arterials. A-50-foot wide ROW from the centerline of SE 192nd Street along the site frontage must be provided . 4. Access to all lots shall be via the Private Access Tract (PAT). No direct access from lots 1 and 4 to SE 192°d Street will be allowed. The proposed access tract must be revised to allow adequate space for access to lots 1 and 4 . The PAT must be less than 150 feet from the center line of SE 192nd Street. Access to lots 2 and 3 may be via a 20-foot wide joint use driveway or two separate panhandles . 5 . KCRS Section 5.11 requires rockeries, luminaries, utility poles or any other road obstacles to be a minimum of 10 feet from the edge of the traveled way. Such items located along the frontage of the site must be relocated or removed to meet KCRS Section 5.11 . 6 . KCRS Section 2.13 requires 620 feet of available sight distance where the PAT connects to SE 192nd Street. The entering sight distance at this location must be verified by a professional. traffic engineer and be shown on the site plan. Drainage: A "Targeted Drainage Review, Category 2" is required per the 2005 King County Surface Water Design Manual. The existing drainage system must be modified to collect and convey drainage along the property frontage. If you have any questions regarding the road or drainage standards, please call Ted Cooper at (206) 296-7163 . Please submit the following by July 22, 2005: 1. Five copies of a revised site plan addressing all the issues above. 2. Five copies of a revised drainage plan. 3. Five copies of a conceptual road improvement plan . 4. A Road Variance Request from the intersection spacing requ irement of KCRS Section 2.1 OB . 5. Verification of sight distance at the site's access location . . ecr LF/PlatSCR.Sub 2/2 4 /98 clc • ~ ... - ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 March 25, 2005 e TO: Kim Claussen, Project/Planner Manager III , Current Planning Section FM: Pat Simmons, Engineer II, Engineering Review Section Via: Ray Florent, Engineer III,Engineering Review Section Planner: Fereshteh Dehkordi RE : Proposed Short Plat for Gurdev Singh LUSD File No. L05S0009 Comments of the above project l . The contours must be based on a field survey per KCC l 9A.08. l 50(B)(2). A statement to thi s effect mu st be s hown on the preliminary map . 2 . The location of at least two monuments must be show on the map (KCC 19A.08. l 30(B)). We cannot verify the location is as shown on the map . MAIN FILE COPY , . " . GURDEV SINGH 4-LOT SHORT PLAT Permit Approval Conditions Document Fire System Review Tracking Numbers: LOSS0009 Fire Engineering approval may be granted with the following conditions: AAOl EICHHORN Any questions regarding the fire review of this plan should be directed to : Paul Eichhorn, Supervisor, Fire Engineering. Telephone: (206) 296-6741 FH74 PRELIMINARY APPROVAL Preliminary Fire Engineering approval has been granted based upon the following information provided. To obtain final Fire Engineering approval , the following item(s) must be submitted to the DDES permit service center; reviewed and approved: I. Certificate of Water Availability. (Provided by appropriate water purveyor). Valid one year from date of signature. Minimum acceptance flow shall be 1000 gallons per minute at 20 pounds per square inch residual pressure. II . Three copies of plans indicating: A. Fire hydrant(s) location -measured by vehicular travel distance. (K.C .C . Title 17) ·Residential [ALL 4 LOTS WITHIN THIS SHORT PLAT] 1. 700 ft. maximum spacing. 2 . Not more than 350 ft. from each lo t. B. Water main placement (K.C.C . Title 17) 1. Source (i.e.) supply connection. 2. Main si z es identified. C. Fire acces s roads Ref. IFC, Sections 501 through 503 , 2003 addition 1. Minimum 20 ft . wide unobstructed -13 '6 " vertical clearance, unobstructed. All-w e ather surface, able to withstand 25 tons. 2. Fire access roads in excess of 150 feet (dead-ends), must have a turn- around area. Required turn-a rounds must be [constructed] a minimum 80-foot diameter. 3. Fire access roads must provide 20-foot minimum inside turning radius and 40 outside turning radius when said roads change direction. 4 . Fire access roads shall not exceed 15 % grade. 5. The required width of any fire apparatus access road shall not be obstructed in any manner, including parking of vehicles. Minimum required widths and cle arances established under this section shall be maintained at all times. Fire System Review Approval Conditions MAIN FILE COP Page 1 of 1 ,,.. I ,. -.... ' ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 March 11, 2005 Terry Wilson Cramer Northwest Inc. 945 N Centra l Street, # 104 Kent, WA 98032 RE : Notice of Complete Application for Application Time Periods Application No. L05S0009 Date Filed: February 23, 2005 Dear Mr. Wilson: The purpose of this letter is to notify you that on March 10, 2005 the Land Use Services Division determined that the above-referenced application is complete under current requirements for a complete application . This initial determination is intended only for th.e purpose of applying the time periods for permit processing specified in Ordinance 12196. Supplemental information may be requested by the Division , as necessary, for the continued review of your application. Our goal is to process your app li cation within 120 days . However, the comp lexity and level of analysis required to review your project and available staff resource s will affect the actual review time . The timeline can also be impacted by one or more of the fo ll owing: • any request made by the Division for additional information • changes or revisions requested by the applicant • mutually-agreed-upon requests to stop the time clock • preparation of an Environmental Impact Statement • failure to post the property • resolution ofland use decisions appeals If you have any questions about your application or the posting requirements, please contact me at (206) 296-7173 . Sincerely, t;. ·-~ \"")~-\, Fereshteh Dehkordi, Project Manager Site Plan Review Section Enclosures cc: Kuldip Singh Tumber, Applicant Application File ,1AIN FILE COPY ® e · ·-·-~---~~--~-~-~-·-~-~-..-----..---,,--~ Rl:QUESf FOR King County SCHOOL INFORMATION Dept . of Development and Envirorunental Services Land Use Services Division PRELIMINARY PLATS 900 Oakesdale Avenue Southwest Renton. WA 98055-1219 DATE: February 28, 2005 TO: FM: )2_L~0 . ~ School District / ,U Kim Claussen, Proiect Manager Ill V RE: Proposed Short Plat of ·Gu.rdev Singh LUSD File No: L05S0009 The Land Use Services Division (LUSD) has received an application for a subdivision in your District. Enclosed is a copy of the (revised) plat map received by the Land Use Services Division on February 23, 2005. In order for us to adequately evaluate this proposal, provide the most accurate information to the public, and for LUSD to serve the School District better, please provide us with the following information: Which schools do you anticipate the students living in this subdivision would attend? . Elementary ____ ~~4 """"''-'< ..... e:;.:..'-' -1-b;;.&..&.al'""l ____ ___,tv=.....;Ge;=-'!_,.~-·------- Jr. High/Middle _____ t ...... ,-" .... / ..... <o: ... t .... 2.._ ______ h..-..=-'-'-s_. _____ _ Sr. High ______ L .... tn-d....,/;.,..."-C-9-----b-u_S _____ _ Will the students walk or be bussed to these schools? Elementary ____________ __,,...:;..;G-'"";....___,ff::.-'------------ Jr. High/Middle _____________________ _ Sr. High _________________________ _ If the students will be bussed, where do you anticipate the bus stops will be located? If that information is not available at this time, currently, where are the closest bus stops located to this site? Elementary _______ ....,... ________________ _ Jr. High/Middle Se 112.:b J s-r/ !I 5Th ~~'1 sG Sr. High a2 11 ~ fl,\ ,,:ve., <; e :;, e t it Tu s. /6 . Other Comments: -------.,.....------------------ Please complete this form and return it by March 28, 2005 to the address below. If you have questions regarding this proposal, please call Fereshteh Dehkordi at (206) 296-7173. Thank you. King County Department of Development and Environmental Services Land Use Services Division ATTN : Fereshteh Dehkordi, Planner 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Form96/SPRS/ReqSchol.Inf clc 1/6/2000 MAIN flLE coPY "' w .. l: :i z w ..J ·-u. w C 0 u 0 w Cl c-'1 .w ~ .3 I • King County .· Department ofDevelopment and Environmental Services 900 Ot1kt>sd<1le A\'enue Soutilwest Rm ton, \\'1\ 98055-1219 MEMORANDUM FROM: Site Investigator 13ET1-\ CJ.1£SHIE}<. TO: Engineer TED C.OOPEl< ( FOE+{) RE: Field Check Observations I. PROJECT NUMBER/ NAME • Date ':1 · I I • 5 Fti;:LD Cl-IE.Cl!'... 4•'o·5 · L05S0009 /GuQOE\/ SINGH (wMBB2) SP Address I Location I) 3 25 SI:. 192ND ST Related Project#/ Name ~A~D~Y~P_M'---'-_...2'--'Z"'--C), ______________ _ Thomas Map Page (new) (c/(>(o "£.2 Thomas Guide Page (old) _______ _ l. SYNOPSIS OF PROPOSAL SHa2.r PLAT Q.5S ACfZ_ES OF Q-6-SD INID Y LOTS FL.Ow c.oNT!<.OL LH:DA'S WAJE2 QUALl}Y 3. SIERRA FILE INFORMATION Parcel#(s) 32.'2.305-9036, -FLOOD J?QOBL8:1 S ¢ r?.:,A SIC Kroll Map (o 04 E Acres / Feet' 0. 5 5 A Community Plan '.::00$ Cl2.EE}(. S-T-R 5£ 32 · 2.3 ·05 Current Zoning JZ -'3· SO Comprehensive Plan _U~~--------------------- Limited Text Entry SQ-2.W, KC<C.-l/o.'.B'Z-.ISOD sc-P3 PAGE I 4. SE~SITIVE AREAS I .. RMATION MA .. OLIO PAGE# SIIECONTA(Nl SITE ABUTS YES NO YES NO COMMENTS • Wetlands ___ 0 [2J 00 Wetland# Wetland Class ---~ Drainage Basin -------- Sub Basin 'B,U.\C~ J21\.J@<, Critical Basin? III 00 • Streams _____ o 0 0 .l2J Stream Class Stream Name ---------------- • I 00-year Floodplain _0 l:2J __ 0 fZJ • Erosion Hazard __ 0 121 _0 !Z] • Landslide Hazard _0 12:]_0 fZJ • Seismic Hazard ____ o E'.:f _O JZ] • Coal Mine Hazard _0 12J _0 iZJ • Other known SA's -· D r'.J _o 12! Class I or 2 Stream or Class I Wetland within one mile downstream of project site? l.ESS:f1V'il\.l . 1/z MI L-'E 'TD 'P/\:NTltB<. CJ2.\?EX--'Z S FEMA FIRM number· ________________ In FEMA Floodplain? III [[I Soils Mapped · ' A§ 13 Map# _1:....:1 ___ -,--- Best available Topographical Map 61 S LI QA Q S. SITE DESCRIPTION MATCHES T.I.R. DESCRIPTION! J}-1 E ALMOST SQvAi2E '51-tAi?ED • 55 Ac..12~ SITE HA$ ONE EXISTil'::)b HouSE NOsQ =:J}-IE. CENT82 ,t A A DDv'.BL.£ "0 " 'DJ2.J'-IE\J.J AY. :n-1:E SCTE:: IS D\/:a?0rzoDJ\-I LAWN win-\ A r&J fg.v\1 U4-:ES. n-lE. SITE SW?ES MILDLY ID :JH::E $\JJ. J}-\E SJT£1D"11-!E \JJE'ST t\:AS I Bt?EN E::i'2A:DFD LDwiSR. MD A to-s C.UT 1s Jus.r CfF-51-rE. ::JD Tl-\E Nor2..n-\' A:ND ~ IS 6£},!BZAI l Y LE\JJa 1 0 mt Tr+-E S(If:. "TD "Tl-tE SDlJQ\ TBE: SJJE Slef?ES. tv'\IL-DL'( Tu 'T1-t£ Npe.....-n-\ S1QE OF SE 192.ad SC PAGE 2 ----------1 6 • E X ; ST I N G S IT E .. AT U R ES ·------- Unmapped Sensitive Areas: _________________________ _ Soils types seen and evidence of soil movement, slides, slumps, erosion, or deposition:------- Ground Cover:-----------------~------------ Existing Utilities (hydrants, signs, poles, etc.) shown on site plan? _____________ _ Wildlife and habitats: ---------------------------- Water We II s: ______________________________ _ Work started on site? --------------------------- CI o s e d depression >5000 _feet11 [I] @ Steep slopes? [I] @ -------------- 7.-DRAINAGE Drainage complaint records -------------------------- Proposal will add >5000ft1 of new impervious surface? [I) (!!] Approximate Area ______ _ Proposal will collect and concentrate surface and storm water runoff from an upland and site drainage area of over 5000 ft1 1 [I) !ill Approximate Area ______ _ • I Upland Drainage Basin (draining directly onto site): Tr\£ Lt\ND ID :It:IE. Noe;TJ-1 SLQPE.'S :::t:Qw/tl2.Ds :n±E SITE MDSD.Y RACl(..':(/sj2.QS, I \VJ BY l.£SS :::nt2'CN 'h ... A-Ct2E. On-site Drainage: 'Tl-1-E S 11::S Sl..Q'P1:::S AHD A:PPE7'1£S TD D\2AJ W 1D 'IH:e: $o\JD:l -&::un, L,,uesT :ID s~ 197-nd 'ST Downstream Drainage (minimum I /4 mile distance): D Q.t'X) NA:f.-£ 8t:,,JTEl2S -n-1 S STI?i?M !Df2/slN S'J'.STEH Wm-\ IN '$E 192.rrl S.T Ar A C.J3 NE]li;, J}tE $\/J (.02.Nf;£. oF TrlE: QfE. IT FLOWS. WBST 61,ot--Lf;, n!E N()l2..T1-\ S10E Of S£ I C,2.nd $T :ID f'ii?l?Q)( 1 IDi<:,f wl-lE'lZ.t; 1 T -r\J/Z.."1$ sov'fl-l Uf..1082. $E 19:z.,,J ST 11,,rm A 18" P1P8: :tJ:\AT blffl,8TS I t:JID A '.BLAacl3.Ei'1?12 i D au-t /1,,1, 1t21J-.AND tnZeA. Drainage Description Matches T.I.R.? LNEL M /\'P pgr)l1Dro WA;:;. CDPIF:D 'Fbl,DEI) C:Ne}2 1 INFD APP~ Wr2/28'...-1 -NOT 8, EXISTING ROAD.ETWORK ·'--------- On'.site Roads _...;'2:,,,-,"-'J2A=-i~-"-'-EL===-__,Qc"""':;ue"""""'J""l?=+/-·\=--)''__.p"-JQ./""-''-J:u£""-"'u.Y\:'f'.=Llo._,__ _________ _ I Adjacent Roads '$E I 9W ST NEW fSPttAL.,T 'vATI, AWNc:i Sa,;[]-\: S10:E • Full. s, OB\,Y\ULS. C>N I rYl PecNi::D PC!?::TlOtv $ OE NOl2:TJ:i S IPF , E )(1]2! ;ccD c.ue.B 6'N·srf8. Closest Transit Stop--------------------------- B, ESTIMATE OF PR.OJECT IMPACTS ON SOIL AND WATER P, ADDITIONAL COMMENTS LQ\t,/ PAGE 4 • • 10 CONSTRUCTION SIGNS WITHIN SOO FEET AND ADJACENT USE I I NUMBER OF PHOTOGRAPHS TAKEN PAGE 5 . AT~ACHMENTt, MEMORANDUM • PROJECT NUMBER: FIELD/OFFICE SKETCH WORK: Drainage systems, features, channels within the upland site plan areas, on the development site, and in the downstream receiving areas: SKETCHED BY: SC ALE 111= ___ _ Notes:-----------------------------0 PA GE 6 • • PROJECT: I L05S0009 Location: IPOR SE-SE 32-23-5 Status: !PENDING APPLICA.NT: jTUMBER. KULOIP SINGH Date: 102123/2005 e .. kJ!top r -<>W••-w-•·~• , ____ ---.-.w-m<, " -~----~- [JijJ ,..,,;:•,. ti m ~ @;P ' ~ ~ :fl'. DDEi IIU Screen feaole J,oc Iees Desc LIHIN Cond D,oc .Relate MENl ·-~~--~---Ch-./ ~ Base Screen, Data -P,reliminary Shor.I, Plat, ApplicatiolJ, GJ~~ Status: li=i:njijjajijj '..i] % Complete:h~o;'.:;:~3 II J,!pdat• I I • I E,!lt R Plat Name: IGURDEV SINGH SHORT PLAT No.of Lots: 14 •. ····----· Descr: 1£UB.DJY.IDE,;5Jiti~Fi!E:ili'~JilEl¥ZQt:lEP11:1:±83SJil.!lt:JJ~O,i,,4l~O:TuSl±IQl:l;T~~I;J~0 .. 4 Applied:~102-/-23_/2_0_0_5_ Parcel N o:l~£230.5l9Q38J,;~h::!l2t::;~:;'.ii;! Location: IPOR SE-SE 32-23-5 City I Zip: 0 r:T""1""""""B=:ER"'7"',v"",:1"""D"'1::~,,:.,s~1N""'G"'H""''"'"-,....,'""""1"'··-··"'··""·~""···"'--"",·""""''l'W"""°''"•l wner: :·.1f.Y.•!! _,_ .... , .~1~9.~-~ ... ru ..... .,~ ·-·--" i:.;,,'J;.;\'J;:1:1 .. J~l~:t'::.1.!J.';!·J1J:e1r,_-t11t~·. Planner: IFDEH Rev. Engr.:fTCOO Occupancy.~l.5~1~~~ Monday, Apr 11, 2005 10:32 AM Deemed Complete: !03110/2005 Vested: 102/23/2005 SEPA ty/NJ:IN SEPA TD:I l..,..1 _1_ Open Hearing: LI_/_ Decision:L/_/_ . EMpires:I_/_/_ Recorded:I_/ _/_ Complete:L/ _/_ liast Status Change: liJ.31'.:1~ /2005.2,.! Entered by: !PIN:TJKENLl Date Entered:102/23/,2005..J - ParcelNumber Situs Address Postal Cit_y Owner's Name • < < < < <ldentirrcation.lnformation> > > > > l~?4~05~!:lQ18;:!'!~1:!:~:~.;zl Status lbiMli l,1328 SE 192ND ST <««Location Information»»> 1/4-Sec-Twp·Ang !SE ·32·23·05 Ref.No. 10482007 Plat Name Lot No. Blk No. Aetes I o.55 Sq. Ft. ! 24,161 KroD Pg 1604 Engr Map No. Traffic Mit. Zone !341. Vol./Pg. School Disllict 1403 (Renton) OA: !GREEN450 Fire District 140 Water District !Soos Creek Sewer District lsoos Creek Monday, Apr 11, 2005 10:33 AM • !I Jlpd•t• I I I Ejpt I Back I J uiisdiction Date Entered Last Update ]11 /24/1998 !09/15/2000 <««Development Information»>» Zone 1 !A·8·SD Zone 2 ~--------- Zone3 Zoning Effective Date: Land Use Code Comprehensive Plan Community Plan Pubrrc Water Avail? Public Sewer Avail? Vacancy Code 1····,.,.,. .. , ··:, ~.~~~~ !Soos Cre !Y [N IL • • Record: 1 of 2 I ... ·-·······-·-··-----;::::-=·---==·······==······==······=··· =··-· ==r=::::=,------··-········-·-···-----· . Select farce! Numbers Like 1322305-9038 .QK Select Multiples & Make Activity Sel 1 [ Filters:-----------·····--------'===--~ Show Address Attachments r Status: Type: SubType: Back~lop r -· Entered Date Between: L'-!~----~c,_, __ ,./ © ~ Select Un-sel Exit [ ···-··ToolBarOrder ·-~ --~ I ~J ______ I Monday, Apr 11, 2005 10:33 AM Parcel Number: 3223059038 Taxpayer: TUMBER KULDIP S Annexation: N/A Jurisdiction: Unincorporated King County Situs Address: 11328 SE 192ND ST Postal City: Renton, 98055 Plat Name: ; Rec: nil Lot: N/A; Block: N/A Kroll Page: 604 E Thomas Bros. Page: 686 1/4-S-T-R: SE-32-23-5 Acres: 0.55 (24161 SqFt.) Current Zoning: R-8-SO Potential Zoning: Comp. Plan Land Use: um Assessor's Open Space: N/A Commercial Use: N/A Number of Units: N/A Mobile Home: N • Appraised Land Value: 84000 (2005), 84000 (2004) Appraised Improvements Value: 127000 (2005), 127000 (2004) Community Plan Area: Soos Creek Unincorporated Area Council: N/A School District: Renton School District 403 Fire District: 0040 Roads MPS Zone: 341 ($3362.00) Roads TCM Zone: 797 -Green (Under Threshold) Waterfront: Water Service: Water Service Planning Area: Soos Creek Water And Sewer District Sewer Service: Airport Noise Remedy Program: NIA Bald Eagle Flag: N/A Council District (1996-2001): 6 Rob McKenna (R) Council District (2002): 5 Dwight Pelz Drainage Basin: Black River, WRIA 9 Police: King County, Pct: 3, Dist: F3 Service/Finance Strategy Area: Full Service wfTransit Priority Snowload Zone: Standard Agricultural Production District: N Forest Production District: N Rural Forest Focus Area: N TOR Type: N/A TOR Status: NIA TOR Permit Number: N/A Building Inspection Area: S-6 Clearing Inspection Area: Jim Ballweber Code Enforcement Inspection Area: Sheryl Lux ESA Inspection Area: Kathy Newborn Grading Inspection Area: Ramon Locsin Land Use Inspection Area: Tim Cheatum Sens. Areas Notice(s) on Title: NONE Aquatic Areas Buffer: N Basin Condition: Low Flow Control Area: Flood Problems Water Quality: Basic Critical Aquifer Recharge Area: N Area of Potential Wetland Influence: N • King C::ounty: Assessor Propewharacteristics Report • @) King County 11:mm lllE!'DII Ci44'ii34W Comments Wi¥ik3,M By law this information may not be used for commercial purposes. Assessor.Real _Property Records: Parcel Number 3223059038 Taxpayer TUMBER KULDIP S -, _____ ""_ ... ,._., ··-·-·---.··--·-····-------. Account Number 322305903807 -------------•-•-••w·--•••••-=-•• '""-'"""~··••= ----·--------·-•-•••-•••=•••••-·--- Tax Year 2005 _________ LevyCode_ Tax Status TAXABLE Taxable Value Reason Appraised Land Value $84,000 Taxable Land Value 4260 NONE OR UNKNOWN $84,000 Appraised Improvement Value $127,000 Taxable Improvement Value $127,000 Parcel Number 3223059038 Taxpayer TUMBER KULDIP S Account Number 322305903807 . '. ------~-----"'"'""""""""'"'--·-------------·--·--·-·--········-··-···"·-····-····------·-·---· -Tax Year 2004 Code 4260 Tax Status TAXABLE Taxable Value Reason Appraised Land Value $84,000 Taxable Land Value NONE OR UNKNOWN $84,000 Appraised Improvement Value $127,000 Taxable Improvement Value $127,000 Assessor Property Sales Records: Tip: Use the Recorders Office: !;xcise Tax Affidavits ReQort to see more sales records details Sale Date 9/14/2004 !Sale Price Seller Name SINGH GURDEV+KAU SURJIT Buyer Name SINGH GURDEV+TUMBER KULDIP S Sale Date 6/23/2004 !Sale Price Seller Name KIM BINHYEN Buyer Name SINGH GURDEV+KAUR SURJIT Sale Date 10/3/2002 !Sale Price Seller Name NGUYEN LONG VAN Buyer Name KIMBINHYEN Sale Date _ 9/23/2002 !Sale Price Seller Name PHAM DUNG Buyer Name KIM BINHYEN Sale Date 7/30/2002 !Sale Price Seller Name NGUYEN LONG VAN ls120,ooo IS300,000 lso lso 1$146,000 http://www5.metrokc.gov/reports/property _report.asp?PIN=3223059038 Page I of3 04/11/2005 King County: Assessor Prope-haracteristics Report • Page 2 of3 Buyer Name KIM BINH YEN Sale Date 11/19/1999 !Sale Price 1$164,950 Seller Name SALSBURY MARCIA Buyer Name NGUYEN LONG VAN+HAI THI TRAN Sale Date 7/23/1998 !Sale Price lso Seller Name SALSBURY ERIN Buyer Name SALSBURY MARCIA Sale Date 1/7/1993 !Sale Price 1$114,000 Seller Name KELLER FLETCHER A+MARY A Buyer Name SALSBURY ERIN+MARCIA Assessor Parcel Records: District Name KING COUNTY Property Name Property RESIDENTIAL Type Present Single Family Plat Name Use (Res Use/Zone) Plat Block Water WATER System DISTRICT Plat Lot Sewer PRIVATE System Lot Area 24,161 SqFt (0.55 acres) Access PUBLIC Section/Township/Range SE 32 23 5 Street PAVED Surface Assessor Legal Description Records: Account Number 322305903807 I Record Number lo1 • 02 322305 38LOT 2 OF KC SHORT PLAT NO Legal Description 482007RECORD1NG NO 8303080870 SDSHORT PLAT OAF • E 1/2 OF W 1/2 OF SE 1/4 OF SE 1/4 LESS S 30 FTFOR RD , Assessor Residential Building Records: Address 11328 SE 192ND ST 98055 Building Grade Low Building number 1 Average Condition Very Good Bedrooms 4 Year Built 1937 Baths 2 Year Renovated 0 1/2 Baths 0 Total Living SqFt 2280 3/4 Baths 0 http://www5.metrokc.gov/reports/property _report.asp?PIN=3223059038 04/11/2005 King County: Assessor Prope-haracteristics Report • 1st Floor Sq Ft 1180 Stories 1 Half Floor SqFt 0 Single Story Fireplace 0 2nd Floor SqFt 0 Multi Story Fireplace 0 Upper Floor Sq Ft 0 Free Standing 0 Fireplace Total Basement SqFt 1100 Basement Garage SqFt 0 Total Finished Basement 1100 Attached Garage SqFt 0 SqFt Finished Basement Grade Low Open Porch SqFt 0 Average Daylight Basement Enclosed Porch SqFt 0 Heat System Forced Air Deck SqFt 0 Heat Source Oil Percent Brick Stone 0 This report was generated: 4/11/2005 2:08:44 PM roor:s: Per~itAp_pli~~tions~e_p?rt ....... . 1Kin~-q~~~i:P~~tii£t~~~d 1)11~!1~1>.'!1.~~t Conditi~ns ReRort __ . . .. . . . . _ .. i ···-········-··-· ... -··-·------. -----··-------·-. ----·--·----· ···1 I KingJ;otJ/Lty Assessor: eReal_PropertyJ{epJ)l'I (PDF format requires Acrobat) '--• _:,-':;';;;.,, .::--· ----··---:-.::;;;;:~:;.-:::::::~ •. ..;;:::;:::::;:;:::: •. :-:.~.::.::;::::;;:::::;:.,,:;;::::::-::;:;;;:;;:::::;.:::···-:·:::."::::::;:: •• _ .. ;::.:·:; ... ;.;, :::., .... :;;,.,.:-:;:::· .• ;;;; .• :: •• ""' ·-· .•• .,"7.;... .. ,.,.,;:, .. ~-;.;~;;:::::::) lKing County Treasury Or:ierations: Prop_erty TalC loformation J !R~~;;;;~-r~otti~e: ex~1~~-,.a;Atiidav1tsJ3.fil)J)l'I · ... ·· ·· ·············· -----------·-··---· , jRecorder~-Office: Sca~~~d·i~ag;SJ)fpl~t~: ~~;:_;;y~:-a~d;th~;-~~pd;~-;;~;nts···'·j ··-· ...... """"""'"' ................... "' "" "" ''' ' ., ' ' .......... , ............. ' ''""" ··---·· , ............. --·---·-···----·-·-·-· -·---· Enter a 10 digit Parcel Number: . or Enter an address: I Search I King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. Th~U!fil~.lli!~ http ://www5 . metrokc. gov /reports/property_ report.asp ?PIN =3 223 0 5 903 8 Page 3 of3 04/11/2005 Dev. (:and. Query Result -DDI King County Washington • Page 1 of 1 ® King County llllm:'mlll llE!:!!II C14kii34¥ Comments Mi¥ii3,M Development Condition Query Results - Parcel Search Parcel Number: 3223059038 -~•·---w~-----------------·-- Listed below are both Post-Conversion and Pre-Conversion development conditions which are associated with the parcel you entered. To view text for a development condition, choose a condition code in either box below and click on a Get Text button. Otherwise click on 'New Query' at the bottom of this page to perform another parcel search. Post-Conversion Conditions Pre-Conversion Conditions (Effective August 18, 1997) : KCC-16.82.150D SC-P3 S0-220 I GetText J (Prior to August 18, 1997) SCP-P3 SCP-P7 Get Text J [ Click here for a more printer friendly display. ] Updated: December 29, 1998 --------------------- King County-I ODES Pag~ I DDES/GIS Pag~ I New Q.lJfily I News I Services I Comments I Search Links to external sites do not constitute endorsements by King County. By visiting this and other King County web pages. you expressly agree to be bound by terms and conditions of the site. The details. http://appsOl.metrokc.gov/www6/ddes/new _ direct.cfm 04/11/2005 L· .. ...-N-~ •.. ,·· ... ,,.~ ··.-.,._'.l'HAT PORTION OF THE -~§_t/4, -~~-1/4, SECTION _3_~-TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M. 1fa11Piirc. scALE .... , . ; _,-.{IN ~j) 1 incb "'.·_-:-':Jo tL .-.=· . :,?" N-,, •• ,_._-<•" /0,········_ ..... / / / ··.,....... ,(:: c1··~-.-~j~~i:; . I ,_/ <,'/l ~t,r Y.,• I ', / ~i\ . .-,. I " .L I LEGAL DESCRIPTION: LOTS r -3 cr IQl<C cou,m-SHOl(f PU,T I '142tXJ7. ffl.Wl'tJWG NO. 100,,0llOl!?tl, RECORV:f OFK1f'Ga;JtJI/Tl',""'5HIHCll)H.· 1"""T r, c,,,,.,,__ lllDCl; AS PCF PLAT R{('.Ollll(D ,, l'tll.L.III£ 1n OF" PU.~ fw:;£· ,;,. ~ er la-'G COi.MY. -nw. BASIS OF BEARINGS: 1J£ 8'lSl5" or 8CN1MI.S fTJR IICS 1W' IS 8£TWIT}I me F01JNO /JONS ON r>e CDt1[llUN[" cr I /JD/ WAY SCU1H. -11-£ PU,T or ~fi10Cl:~,c/11lll'.1H;I. CROSS REFERENCE: "'-'U<tJ'<U. i:, loMO( TO 11£ FOUO.WC ~ rolt sccr,a,,,~N1D11C~, I/INC CO/JNTY SHORT PU,1 'UOll1-~11) CJIINOUl,pf/; RIDGE. l«LIME" 19, PC to R£"CORDS OT l(JM: CO/JN1Y. ~ ! ~ X -.-~()}! ~~= ~~;'r ., _ _._.:-'· .,/:··_/· _ _.., ........ ,,;:;;;:IIOM.IIV<r -:-·'': f! ~ . ~~'fv . _ .. ··,., \I \ . __ ---r-------Pr?:;~--'J --~,~-i :_.,;· ,· ;".;, ~ .. -,,,,,····'i(.:~=·'iti,m f~~-~ . ~·~----t ___ .. , ... ·,....... ..... ..r.:.. . -. '""·-·~'-""'"' _-"'< rn ,<. • ... L.•t ~-,\ ,· -.,-,~ VO I L-J ,_.. ,, ·.' '•)<L ' ---l-----I ,, .' --· NOTES.•.,'' ., "" ' I X -------------,.:. ~~i-· / 'W~:., .. I :11 =-~~~::,"""" l'QCI) THtS~ _,/ <:f>' I I ~MCCT'~.,(i;IXED~s,- .• I ;u 'l, _;.· .. ,, .... ez; (\() I 1 I .-.'1flS ~ -.s cao&vc1ED wmo.rr 1Nf" BOtU" OF .. I ~v ~ <t ,,.,·A AIRRti,1 mt£ RDioRr MIO 1'£RUORC OOC5 HOT --,--· ' I ~ RP I I ~ ~ ~ ~~ :";.AU E"AS(IOr.$ OR R£S11/ICTK)N$ .. ,: •. V'.l .,· ,: / , .. ·:: :: ~n.O X G~'f-1"\\J,.:t, ;:!; ;; 0 ..... rt IHS"W'MICl'ER~=~JJ:WAN() ·:,. • ~ .,,' _-:·· _ .• --,,_.__ .. Ge; fJO I G ~ . ,,. / m,; ~tvmos ANO LIN£S OO'fC7UJ OIi •:. ,•' ·-· {·" ,.. P :: :J ... \6. U -0, V ,V ~NfUQP~GM.>e rl<CYOONQT- 1 ;'i· ~ .•. •' '• ... ;w· .,· .. ..-~---.. .,\-if.,<:,) ,,. , ~'l,".o ro---~,~"-:. :q: ., ·'----.. -.. --.f----!,"· ./ r G"~" ij (j"~v£i\ l:ICOC1£RMNWsrAcivrrOFt,<w. ~ ; ~ :i•. '·: .. ,,_ ... ,~-;., _,,-f ·'.·/ 6-,\ \ ~ 1 • °J,<? ~fj~JJ CWYRIGKT B'f OIONC> .le ~n:s VNO ~- !~I• § I \ .. ., ........ , .,:J·'· / ~," ..... /<./ I :> ·······.~... ~t'>" ~~ I I [.'' , .• •• "" '-i \ -....__ _ ""'---L ' ,/Jr-,,,i~ 7 ---· • ti. --;;,~,--4.::;,:·¥:y ./ ~ ,,. . " / G<Sf" fM'lSS CAP W/ ~8 . 0-.>a"4D"I><" ·:. • .-•• SURVEYOR'S CERTIFICATE r,r.;-~nr/lCPRCSCNrs.o51A'i\O'"~m"IEO/f UNOO ll'f DIR£Cn()N. IN ~ wrTH Dot° RfQUIRC- IIDmi OF r>C SURO£T R£CDR!JtNG N;l • .Of 11£ /i£0Ll3"1 OF ROW' /iEAI. ESl,in: ,; fUIRlWf'f. = <b.-,,/7~ ·--.. ~ LS2"J7 ..... , .. ,._. / Pl.l,/0<) THIS SUl'\'ITT ffsi ~ L•~60" _;: ~ ----, -----~~'f -~ ----------------~--:L.L ~, _._,. __ _._:· --.. -. S.E. 192ND ST. . . .. _;: .-:·REcoRPINc··cmrmcA1rt° X :_: __ FU1} ~-;MCOIW.'Tt.s..:,.s·,,;,._Y c/ .........••... ,, .. -l/Xll. ~r --~-.;=-?"~~ ... ~-"-illL} 11-£ ~~s.z~::1 THAT PORTION OF TIIE -~1/4, ~-1/4. SECTION 32 TOWNSffiP 23 NORTH, RANGE "\··-.-f~. w.J.r ,.,.. .. u 0 rn ~ al rn rn "' 0 >< "' > "' :::, rn ; [ i ~,"'' 0 Z " "' j ~ ~ u i >- - ! > e e ! ~ >-is' Cl:: :::, ~ (/J "' 0:: ~ ::, w... ~ "' C) h c::, 3 G:: C) ~ ' ! 8 e • ~I ti " I , " Q) ~ :~ \i~ f !;{; i;;: i,..., IC ~ ,:a CU D .l ~ 0.StH: ... SEE~--, 687 • ld HJ.98 s S f: ~ A~·,,',: ~Jt;:; -· . .,,: N rl' t r. ::J: l I-:'l_ 36 I ~ ~ g "" ~ > ,,, i I I I ,- I _, . \-1,J oo C -:.=, :TB~ • : , ) _ ~ .., _ o.111Ac 0.4~@~ @ 116.14 ' ·.I'?• C __.,:.;,.. . ,, \J._)00 [) <:) · -, Renton, Scliool ' . ~ " ' '. ' -'.;. Disirict 'No. 403, I .. ,\ ' _--,.( -~ 10 " f,/J " 38 37 ,s 36_ 35 34 ~ !l i;; y~ ~I ~ ~..; ~ .. 10 ;.j t,'304 f ~f ; ~ ,, -.• 1?f;(C · "' ' "' ~ . u ~ ~ -. r•--- I. '. r iL ~: ,: .BENSO' tl ILJ.: I ELEM' ~ scHOO. ct Watl1 ?° Dis1. \ -' ,oo.o~ v "'J~6 N-p! _ ;ttJ/ :$ Frank Kop1ck _ ~ / ,' ' · · · !'.I 32 Ac f'~)880A · •· ,./~ :1 ; , • • /I. • :f \~::.~ • t: .. : ~-® /&R~ :..== f '"'""-·@ H--=----=:.....-----1 ,,, S1'\6C, '--. , •. ., J. .-I l;; -. r-"': !!!1.08Ac. · t8 !!! ): r;;;;-, 188 I 7 1-: ~J O 1~!56 ___ -:__ 'l :•: 11 D o· Retvto. D. t AJ/k6 !f-~(1$/~ '" DO t .•: •I ! t "' q . i:i J_ '•' SEATTLE COPYRIGHTED 8 PUBLISHED BY · , KIOLL· .MAP COMPANY, INC., SEATTLE ---. : ---... -· .... :: ..... _-,_.~~':'.~~ ... -------------------- L05S0009 TUMBERSP Ael1al ~ -2002 N Oty BoJndiv1e8 Cites 0 SI 1"a 100feel 100 Feel ®Klngc:ounty ---onl* m,p,__,oomplod by t<lrvCaunly-lramo~d-anlllo-lO ---t<lrvCaunly-no --ar--arin.,lld, .,.,.. -,.:y.-..........-......... _., =-.-..:!..~=any -=::.bulnol-lO,lool-«lool ,,,_~ ......... -«-dhlnforrnllioo -onNo-,,,,_dlfillm,p«-..-onllam,plo--by-...,-cl Caunly. 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Cl) 0) 0:: 8w O CD t: (/) ::E IO LO ::, ~ 0 I-0 ..J ::::; • Renton :J I j ~ I PRINCIPAL MINOR I * -· K8nt . 1 ·~ t -.. I . r , I Panther Lake ~ -, I \. \ • '· \ I , L05S0009 ARTERIALS /\/ $nets . c _ w.•-. ID Panas ' I /\/ Oly Ba.manes Cllles 0 1000 2000 3000 4000 Feet 1 .. 33331881 ® King County ---.. Ht ..... ha-~111' ""11°"'""1'--•V-,.al-WIINljacl IO ---~Ou,ly-no ,.__..ot--or~.•IOl!lt """""°Y,~-otrfGl*IOl!lt-al --~ °"'""I'-nol be-for..,, p,wa. ....... --... _.... -"'*'*9. but nol li'nlod ...... _ ..... ~-'*"floom .. _or_allllt-:::-'..;".':.:tl=:=.,~ O>u!Oy. 1e 1. 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Plot dlllr. ~ 11, 2005; l'dcllll001\x01'41f9\av_~ e • .li'll h ! 1 il I Jl :•i -r I a. 1i2Jf1Jli1l i 11 ]1 en I jaatPtf ~ ex: i ,!ilpf l•, ' ow J JJHII I U,f I hll I 0 al en ® u1.1r1111 I en ~ m lllt !II~~ I''{ I• H· LO ::::, a:: 0 t-~ < D<B Dv'aD ,h [dtdb ~ ...J 0 • L05S0009 001 .jpg L05S0009 002 .jpg L05S0009 003.jpg L05S0009 004.jpg L05S0009 005.jpg L05S0009 006.jpg L05S0009 007 .jpg L05S0009 008 .jpg L05S0009 009.jpg L05S0009 010.jpg L05S0009 011 .jpg L05S0009 012 .jpg L05S0009 013 .jpg L05S0009 014 .jpg L05S0009 015.jpg L05S0009 016 .jpg L05S0009 017 .jpg L05S0009 018.Jpg L05S0009 019.jpg L05S0009 020.jpg L05S0009 021 .jpg L05S0009 022 .Jpg L05S0009 024 .jpg L05S0009 025.jpg L05S0009 026.jpg L05S0009 027 .Jpg L05S0009 028.jpg L05S0009 029.Jpg L05S0009 030 .jpg • TE: TING IMPERVIOUS SURFACE PROPERTY = 5,032:t SQ. FT. HOUSE (SCALED) LOTA K.CH.A NO. 12/75021 • (',j 0 lO \ CX) 0 \() ' ~ I ~ \~ ~ I ~ '<1" ..... I ' ~ • \ / / / / / / / / / / ~ .... ~ S88 "50 '36 "£ j6 j 23 ' V I .---+--- I le ~ i _ __, IQ 80.62' to r, 80.52 ' FENCE COR. IS 0.6'i: N. ct 0.2'± £. Of PROP. ~ /1-------1-----------? (JI _. LOT 2 6,J6Jf SQ. FT. GARAGE F.F.= 512.4± (TO BE REMOVED) t<•N;;.•,•:,<';J..,·:.;;;.·,,•,,c;?-, • LOT 2 ,!<;·~··,,;:,~::.-:'i ~ t1J!(f I"; ; KC}t~:.~ ll 0~';P , "-.. ,,,9,-.~;;,'-(:!.·~:t.· I ,;,., ~ tf;.1 ,::.:)-::<,'I_,'-~ •50 35-c 65 1.0 · ;.i),.~;;?.<.~t} ,e, ~ Y ~<.:) i/':~$:.f:\~;.'!-;; S88 ·50 '36 "E 55. 1,...;...----~~--c:--. -----,'~·1~·~'~,,·:'.'!·:·'~,-~'l ~ ~ ~ :.:.::-:··;, \ I It ~ \\-~ C) ~ Im 1 \ \ . fl; J ~ lB ,~ -~ ~-~ 'q- r-> .... ~? ~ 0-qY-~ -.• ,-.n·..-, 4,.38.Jf SQ. FT. s ~f,;~~ \ ?....____~~ ,\~i~ 15.54' ~ .:-.;:~~t~;:i ,~ ............ --.. ------1 f.V~~1;-:; ... ~~ ~~;J{.~:J ,f.·.-,.:s.·-~";:J r::;-..1~.~~~~~\?J c-::•i!-:.·.;.-?.4 Ff APPLE 86 7± SQ. FT. ,,t~8'J);r1 • " CX) m " CX> m ..., lO ..... ~ .... p ~ ~ ~ SHED LOT 18 2 L.f'\libe. v-)\1.,\.J)W~ \...f AN $lbNlnc..AtJ1\-'( °"~ l,lf'J~ HOUSE FENCE COR. /S O.B'i: W. OF PROP. UNE PAT. fi::~~~~~~ ~~ · ~· ~~' ' - ,/-;\(---;~ ~;;.,,)--4 :.i-:.;i_-Ar<>JlEB' 3ii,J2' 8 . . 80 ~~.52 ' 12' TO Bf OfDICATfD UPON •t(i '~ 39 .40' / ~ v. ~ 7 \ Rad=25.00 C\i RECORDING OF THIS SHORT PU.T .,. ,, ,, .... ROCKERY Arc=3927' ...., ._. -. . . · .· · )_ _ ----~ -----.:::::.. -------ooo~ -----504-._ r~:.:.r-:$(::~:i__ a 13.:t.oo· so C ,--. . oo o~ (Q) ~ '.";i';~:.=~:;.~ _ __ 1t.1 --------------2 FOUND CONCRETE MONUMENT W/ BRASS DISK IN CASE (S. 1/4 COR.) :J--t--~~- ~_,,_4 .L-----' RIM = 500.40 It' NJS E.= 497.06 12" NJS W.= 497.06 CURB CIJT W W :il / ,. '" , , CB W EB t:® @:=z / : OilD RIM = 507.45 W ~ W / / >( l:t' NJS S.= 504.91 -+-~ W :g ll"RCPE.=50496 :: I Sil£ BCNCHWRK .,. w -I : . CB .. PvC N.f.• 505..}7 -_ S .E. 192N£! ST. TOP CEN1ER BOLT ON F.H. / i g RI. • 507.80 snr B£NCHNARI( "fl' \ _ _ _ _ -I-a-s1 0.21 u.s. FEIT • ,,.. ADS "·" 504 .54 ~" ~ <= u,..,,.,, r \ t -----------------------______ ~ :5"_ ~~-~4 .84 · IJ.EASJ ~ --~------· ,,.._ADS W.= 504 .17 ~ i>.•DG.€ AT' \--· ---1-------··--------------P~n--1£! M ~s ___ S89 ·04 '1.3"£ -i!ii~i i·------------------_________ _ --'\ ----- CONCRETE vmnCAL. CURB =' ~U'AA LOT 2, ~ RECORDE KING CO N OTE, f. MONl 2. SOME D.D.E. VERTJ NORTH I BENC KING CC FOUND CORNER ELEVATIC SITE ¥~~, ELEV.An. SITE Bf RIM OF ELEV.An CON'J 2 .00 LEG! 0 @ F s ( f :(7 . ~ @ a • • -w- -{}- -r 655.75 ' -. . ·. ---------------------------------------------·--,N~viiiv~33;-_-;;2"f-5-----------·------------W-A_T_E_R __ G_E_N_E_R_A_L_N_O __ ,_-E_S_:_(R-EV-ISE-D0-9/2-610-1)-------,.-------,Tl \ G \ ~ a, 0 w 2 -< z w _J G: ITT 0 0 '" z 0 U) O'. l,_J > w I u Ii z ;; CL w Ul ::, <D z a, .:::.. " w f--,, D NO E: I I ---------------------s---- ---·--·---------------------- BACKFLOW PREVENTION DEVICE :._, REQUIRED FOR THE IRRIGATION WATER I SERVICE TO THE RECREATION SPACE. i ~.k~~-~-=~.b-~=~"==-~-~--~-~--,~~~-~~"C~,,~~~,~~M~~~4>~=~•~,~>~1.~;-rr:~~:~U~·~~~~,~-,~~~;,~,:,,c~'[~~-,:,o~•-=-m,=~,=~,~~,~~~~~~,s,., I I I I I I I I I -,'!rt?-· -p-cs -": -~ ~ le • ;)Jlffl~ ., ' 0 n 5'TYP. 0 MB =cl.==cb= \ ---~-------- 026? 1, ·v _,-=--, :-V \ --------____ ;1,,/---.. 022,0 . . 50' 'li''ETLAr·IU SE l'BACI< -----__ .,,. --- - 5 i-------, I I I I I I_J I I I I I L ______ _J -----··------- 50 lz@r !?%ii O 50 ·100 W:3g__j ------=~==== SCALE IN FEET I. ALL WORI( SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIOl•IS OF SOOS CREEK WATER AND SEWER DISTRICT, ALS:) REFERRED TO HEREINAFTER AS "DISTRICT". a. THE DEVELOP''R SI IALL FURN ISi I THE DISTRICT A COPY OF THE COMMERCIAL Ae!DIOR SUBDIVISION PLANS APPROVED BY THE GOVEf:l·!ING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION. 3. PRIOR TO COi !STRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SI IALL BE CLEARED, GRADED, AND STAKED flY Tl IE DEVELOPER AND ALL EXISTING UTILITIES SHALi. BE LOCATED BY TIIE CONTRACTOR. . 4. FOLLOWING ~.'ATER MAIN CONSTRUCTION, /\NY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECO/\!SlRUCTED SHALL BE MADE AT THE DEVELOPER'S EXPENSE. RECONSTRUCTION SHALL CONFORM TO Tl-IE SPECIFICATIOI !S OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER l!'l ADDITION TO Tl IE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 5. NO WATER SEl!I/ICE CONNECTIONS SHALL BE MI\DE TO TflE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND All. EASEMENTS. MAKE APPLICATION TO SOOS CREEi( WATER AND SEWER DISTRICT FOR WATER METER INSTALLATION FOR EACfl WATER SERVICE CONNECTION PRIOR TO MAl~ING CONNECTION. Bill OF SALE WlLL NOT BE PROCESSED llMTIL PUGET SOUND ENERGY HAS INSTALLED T~IEIR VAULTS, HAND HOLES AND LIGHT STANDARDS. 6. ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER. 7. PROPERTY CORNERS SHALL Bf! PINNEO WITH REFERENCE TACK ON CURBS BY THE DEVELOPER. B. CONTRACTOR SHALL NOTIFY SOOS CREEi( WATER AND SEWER DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE-CONSTRUCTION MEETING AT Tf IE DISTRICT 017FICE. AFTER THE PRE-CONSTRUCTION MEETING THE CONTRACTOR SI-IALL NOTIFY THE CONSTRUCTION REV JEW REPRESENTATIVE FOR SOOS CREEK 'NATER AND SEWER DISTRtC f AT LEAST 48 H0Uf1S (REGULAR WORKING DAYS) BEFORE STAR flNG VVORK 9. CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIOl1S TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHcDULED AT LEAST 48 HOURS IN ADVANCE. SI-IEE·r INDEX SH.NO. DESCRIPTION 1 VI/ATERMAIN PLAN AND NO-rES - 2 c.ONS"f"RUc·r10N PROVISIONS -· 3 fVIATERIALS & SURFACE RESTORA-rlON .. 4 V\iAl.ER DE-rAILS .. 5 VI/ATER DEl-AILS ... 1 ,, . ~-I ' " t 1fp I:, I"' u SEE CONNECTION DETAIL 1, SHEET 4 FOR FITTINGS, VALVES & CONNECTION w WM w~-1 w7~ L12" co1,1c EX. -___ ---'-=---=--x~_:~~-::-:::J. ---, , _v ___ ~ -=\ -----~ ----·=!,-~ __ :-~~~tt\, -Ni:1-~x~·_[J ____ -__ ,; ,, , s· CLF LJK~rB lu~-~~~--. -s· woe ,-E;;-HOUSE-1 ,-,()040 WM S.E.1R~~J!1 STREET\ \ 24 ADo ci';1E\?;.~+1;~:1) \ \ S.E.184TH ST.''''~:roEci~ ~:~ Z.3 'wooo------·--:;~.fBERBRf:R---i71---!-·--·--- & 0 t;< I"'. Ix '" I t I I I I I t I I I I I I I I 0022 0021 I # 12025 I I L SEE CONNECT[ON ;\ 5· wooo WIRE I EX. HOUSE-1-8"x8" TEE, FLxFL SEWER (TYP.) -LI_\, \ \ 1 tr) \ \ L F.F 429.59 _J ,ll 1 ,c,37 r DETAIL 2, SH~~T 4 --. ------' -3 s" Gv FLxMJ { 0023 0045 I F.F. (GAR.) J -• 0060 FOR FITTINGS, "'ALVES \ c;:::;tt\_ 1 \ \ L _ _±2-7.:01_ _ _J & CONNECTIOt, \ ?- / D NOTE: \ -...,. \ NOTE: INST~LL NEW WATER SERVICE & flDPE METER BOX W I NOTE: REMOVEJABANDON EX. INSTALL 1" IRRIGATION WATER SER_VICE & tt\ ?-<J) -Z., \ METEJ LID W/ TOUCH-READ. (EX. WATER METER TO REMAI WATER SERVICE! & f.1ETER METER FOR THE RECREATION SPA(l 1 E. \ .-,.<J) S-__ ~ \ \ IN S~RVICE UNTIL NEW SERVICE 1CCEPTED FOR SERVICE.) PER DISTRICT TANDARDS ,r _ \~ TYPIQAL AS SHOWN. NOTE: \ \ ~-, EXISTING 8" AC WATER MAIN TO BE .~BANDONED tt\ <J) '<: \ ' --EX HOUSE--' & FILLED WITH CDF. (Kl~IG COUNTY ROAD \ ~ <J) \ \ \ ,---, I OD44 I I EX. HOUSE I 1#120271 : L __ I I I L _____ _J ~-----------·--- 00~3 1 Ei IKJUSE-1 I " 12031 I " I I ~ ,J I I I I I # 12 0·e7 I ENGINEER APPROVAL REQUIRED FOR ~EMOVAL \II () 1\1 I F.F. (G.sR.) '123 72 I AND DISPOSAL, OR TO ALLOW ABANDqNMENT \ -Z., 1 -Z., \ \ I I ---.J IN PLACE.) AFTER PRESSURE & PURIT\ TEST --. : I ACCEPTANCE & FLUSHING OF .. NEW WA T~R \ \ ,; ---..\ L ___ j MAIN, CUT & CAP EXISTING 8 AC WATE~ MAIN. \ __ ......---...-y"i \ \, \ , 0 s· ..--------\ \ SITE DEVELOPMENT PLAN PROVIDED BY SITE DEVELOPMENT ASSOCIATES, LLC NOTE: ALL WORf<AND MATERIAL IN SE 184TH ST. & 120TH AVE. SE SUBJECT TO f<ING COUNTY RIGHT OF WAY CONSTRUCTION PERMIT NOTE: SET METER LOCATIONS AT 1 FT .. 11 BEYOND SIDEWALK/CURB (TYP.) j NOTE: FINAL FIRE HYDRANT LOCATIONS l SUBJECT TO FIRE MARSHAL l PERIV11T REVIEVV AND APPROVAL. l NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE MAINS PRIOR TO CONSTRUCTION. NOTE: DEVELOPER/CONTRACTOR RESPONSIBLE ! TO REMOVE ANY EXISTING (DOMESTIC USE) ! WELL AND/OR EXISTING SEPTIC TANf< AND j l ~IOTE: MAINTAIN 10' MIN. WATER/ SEWER SEPARATION (TYP.) l UNLESS OTHERWISE SHOWN. l •"-• '""""""'iiie< ""Af """"'="'""·..i'-"'~'""'· .-;;,w.;,.· '"':ll'"';.,:,·.,,,~.,~ ,I•'"'-, ~-M ,.,. , : .,., , ·,rw--:.· ' ,, , ,-. "~ _.,.,,"""'""'-"', E BURIED UTILITIES IN AREA I CALL BEFORE YOU DIG l. NOTE: EXISTING WATER MAIN, FIRE HYDRANTS AND WATER SERVICES TO REMAIN IN SERVICE DURING CONSTRUCTION AND UNTIL THE NEW FACILITit:S ARE ACCEPTED FOR SERVICF=. -~ , : , 1 t ,, :; c, i:t,'1,1"! <'1>''" -,, ,a-:,.IBat ,:, {o.':l ,~~"'" ,. ~-""' "' ,,,~._,,,,, -,-( ""''· ,~ ,: F:.'s!S" _,,,.,-, ,, , ,~,;-.:.. ;;c, a::,, l< :dF ?Y. : c:c·~,,1, ,, ,,...,__,_C'J..r. ,•..;,. ,, """'= ,~ ~ NOTE: THE DEVELOPER WILL BE PRO A '. EXISTING UTILITIES SHOWN ARE FROM HALF WIDTH OVERLAY OF SE 184TH ST. , .,_..,,.,_ °"""'-'i<S,"~"'"'"'-"'""''""'"=:._-..,-,1,-""~-""',,;...;,uc;,<~A->·.'O-";.:,,..,,,,,-=-:r,o;,,,,.,_,,,,K,._;o.,,; ~,,~<>'<=.!.>,,:r~"';',<e-;»,,:.,,a""-','-"'·"';,,c,!; > NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE 1 TO VERIFY LOCATION OF EXISTING VVATER 1 METERS AND WATER SERVICES ALONG SE 184TH ST. PRIOR TO CONSTRUCTION. NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE NOTE: WATER lvlAIN TO BE INSTALLED j UNDER STORM SEWERS UNLESS , OTHERVVISE NOTED. l ,,;, •,-; .t~•.Jsc".-".a,Yci<"' i: =-'C.!=~"<-" ""'-' 2;,.:,.~. ,l.,c'.c.u,t, ,-;.,;,,_, · ;,. ", g,,,..,,_,,,_. ',, ,.!<-·, :<.-,;;/; ;,;, '-~~·"-'•"' .,. &,-~:c•<cJ1e., .,J NOTE: J DRAINFIELD FROM SERVICE ACCORDING I ~ I TO HEAL TH DEPARTMENT REQUIREMENTS. 1-800-424-5555 VIDING IJ THE BEST AVAILABLE INFORMATION AND ~ NO GUARANTEE IS MADE AS TO THE ACROSS THE PROPERTY FRONTAGE. I TO VERIFY LOCATION OF EXISTING WATER SERVICE LINE & METER TO THE PROJECT l SITE & ABANDON PER DISTRICT STANDARDS i a'l.ct'E~--ato~~H.\'.":\';'.c;;t.!';,c-tc"_\t·'frl.'i:h.Rl".:-l:',}'.,-!J"·a"~~,1.\'"~>i.f."'-CC:~?C,:ielh'':'~+":;-"S~"i,o<S:'.~".l'3\0;'.;t;;l-_"\l;':a,,,"'-','"',;'S.-;>;~Sa=~;.,."cf;'R\.sr~~J INSTALL Pr"VATE WATER SERVICE l LINES IN l''RIVATE ACCESS TRACTS j PRIOR TO PAVING. (TYP.) j L,,=Y•=.,.~=e:-~.n=~-<"=-,,_,=Lc-~=·-.,:;=·•-=•,,-...,=,-.c~"'··--=:c,S=,-.,,,.;,c~,s;'°"1·c,,.,"";:;;.c,.,.,,~,,,,.,;_:,:_.,,,,.,,~'"'-"'-'""''"°""·~'-""·~.-:z"':c-'-<"":l·~""·"""""'"''""~'"'·--;,"'~,-;r.,,-,,_.,,,__,.,,,,,;..,,;H.,,,/.,._J OJJ C ..__ (]) (]) C OJJ C w I 0 0::: __, "' CD 0 :::: (fJ [L 0 ~~ uo G 2 D.'_ - -0. (/J 0: 0. "' o_ " Cl auwa • 44 ·- BASE MAP ui z :'i 0. i;; fr'. ei 0. ~ D ei 0. > w "' " 0 I ~ '" I 0 ~ D4 . "' [l) Cl .J "· -f-- 0. 0: 0 1/) 1/) z "' 0 a - . 2 1/) -> "' 0: ~ 0 (.!) Cl z 0. b "' II ' ~ .. uJ N ., .J -f-- (j f§ ES 1/) :r: > SHEET 1 OF 5 DRAWING D4,011 ~ EXACT SIZE, TYPE, LOCATION OR DEPTH · l ;(sh;,;,-;. ,i,,,,,_.,,-~>':i:!rn"~">l!.'!'W>f'id·-0'.\stiF.~!i'':'.:il.Z"'~·/:.,/:-"-":·'i"~-<c;i'i".t: -,,n,~.'U, "'"' :1. •:"eE'c ;;-;,:.,.J .:a,,_.;:>_,::,,Itdi!:t,1-.1,dJ\H-f.lti~ ~ L __ ... _ .. _ .. ,-_ .. _____ .,.,,._.-_,,, .. _ .. _"' .. _ ... _ ... -~_-_,._., .. ,_ .. _ ... _,~----_, .. ~_--·---·-·-·_·,-_ ..... _h·~_,.,.,_.-_.,,··----------------------------------------------------------·-----------------------------------------.. ··----------------------------_ ..... ____ ..... ____ __, <( I 1-:c {/) '-" 3' 0 > 0 [)'. [L I -;- 10 "' N / {/) ~ 9- B Ui w :: n "' 0 ;;, N ~ 0 0 ./ ,;: Lu ::, "' z w _J IL U1 0 0 N z 0 in n: w > n: w VJ CJ ,0 f- "' 0 0 z 1----:'. f- 0 -------~-- CONSTRUCTION PROVISIONS 1. STANDARD SPECIFICATIONS ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WAl[R & SEWER DISTRICT AND THE "2000 STAf;JDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND ~IUNICIPAL CONSTflUCTIOt,i'' PF,[PARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHl~JGTON STATE CHAPTER OF THE AMERICAN PUBLIC 1NORKS ASSOCIATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACKFILL ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVEl!~Jlt;JG AGE~JCY'S ROAD STANDARDS, AND THE STANDARD SPECIFICATIO~JS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A ~JEAT-Ll~IE BY SAW- CUTTING, JACK-HAMMERING OR OTHER APPROVED METHOD TO PROVIDE A CONTINUOUS LINE. TRE~JCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL cot,DITIO~IS. COMP/\CTIOI" AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED, SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. CEME~JT CONCRETE PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STA TE INDUSTRIAL SAFETY AND HEAL TH ACT (WI Sf-IA), CHAPTER 49. 17 RCW, A~ID ALL REGULATIONS ADOPTED PURSUANT THERETO. CONTRACTOR SHALL HAVE A STRUCTURAL ENGll"EER REVIEW ANlJ STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOFl WORKER SAFETY AND THE DISTRICT AND THE ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MATERIAL AT THE TRE~ICH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MA TERI AL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON-U~JIFORM THE TRENCH SHALL BE OVER-EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDl~IG MATERIAL SHALL BE FURNISHED AND PLACED BY THE CONTRACTOR TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A Ml~ll~IUM OF 4 INCHES ABOVE THE cr·iowN OF THE PIPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATIOi" PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH ~IA TERI AL SHALL BE REMOVED Al'ID REPLACED 'NI TH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. THI, BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANf.OUSLY IN APl"ROXIMATEL Y 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATI: TOOLS IN SUCH MAHNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND IIATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER. ALL TRENCH BACl<FILL SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUfA DENSITY \'/!THIN THE RIGHT-OF- WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARl<ING LOTS WILL BE CO~ISTRUCTED OR RECO~ISTRUCTED OVER THE TRENCH EXCEPT FOR TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL IJP TO 4 FEET FROM THE TOP OF THE TRENCH MAY BE WATER SETTLED OR MECHANICALLY COMPACTED TO 90%~QF THE MAXIMUM DENSITY. THE REfAAINING TOP 4 FEET OF THE TRENCH SHALL THE~J BE MECHANICALLY COMPAC:ED TO 95% OF THE MAXIMUM DEtlSITY. IN UNPAVED AREAS AND OTHER AREAS ~!OT SUBJECT TO VEHICULAR T1'AFFIC, TRENCH BACl<FILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% _OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DE~JSITY. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DEl,ISITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAl<EN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRE~ICH DEPTH, OR AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. CO~IPACTIO~J OF LATEflALS OR SERVICE LINE TRENCHES SHALL BE TESTED WHERE DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVER~IING ROAD AGENCY. TESTING OF CDF SHALL BE I~! ACCOROAt,JCE WITH ASTM 04832. BACKFILL SHALL BE PLACED !fl UNIFORM LOOSE LAYERS NO MORE THA~J 12-l~JCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95}, OF THE MAXIMUM DE~JSITY WITH IMPORTED BANK RUN GRAVEL. THE ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MA TERI AL. IN TRANSVERSE CUTS TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACl~JG. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 1-FOOT MAXIMUM LIFTS. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAl~JED IN A MANNER ACCEPTABLE TO THE GOVER~IING AGENCY'S INSPECTOR U~JTIL REPLACED WITH A PERMANENT HOT MIX PATCH. ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" U~JLESS OTHERWISE APPROVED BY ENGINEER. TRE~JCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS l'IITH PUMPS OR OTHER METHODS APPROVED BY THE E~JGINEER. DEl'IATERING SYSTE~IS SHALL BE USED l~J ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO l<EEP THE TRENCH BOTTOM A~JD SIDES FIRM AND DRY. CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO ENGINEER FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWA TERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWA TERI NG POND PRIOR TO RELEASE. GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTO~! OF EXCAVATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERl~IG SYSTEMS SHALL BE DESIG~IED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. CONTRACTOR SHALL AT ALL TIMES H/\VE ON HA~JD SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORl<ING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDl~JG POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATIO~J OF SAID EQUIPMENT. CO~ITRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS. CONTRACTOR SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, At,JD PREVEl"T FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. COHTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREN!ENTS AND PROVISIONS FOR MO~IITORl~JG AND MANAGING WATER DISCHARGED FF!OM THE EXCAVATION. 3. COVER OVER PIPELINES THE DEPTH OF COVER FOR WATER MAINS SHALL BE 36 INCHES FOR 8-INCH DIAMETER AND SMALLER MAINS A~ID 48-INCHES FOR MAINS OVER 8-INCHES IN DIAMETER UNLESS PROVIDED OTHERWISE O~J THE DRAWINGS. DEPTH OF COVER AT DITCH LINES SHALL MEET THE SAME REQUIREMENTS UNLESS PROVIDED OTHERWISE O~I THE DRAWINGS. EXCEPTIONS WILL BE ALLOWED ONLY WITH THE PRIOR APPROVAL OF THE DISTRICT. 4. CONNECTION TO EXISTING WATER SYSTEM THE CONTRACTOR SHALL ~IOTIFY THE DISTRICT'S FIELD REPRESEMTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS l~I ADVANCE OF ANY CONSTRUCTIO~I AND MAKE THE ~IECESSARY ARRANGEfAENTS 1NITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CO~l~IECTIO~J TO THE EXISTl~JG WATER fAAIN. THE CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF THE WATER SYSTEM BEFORE, DURING OR Al'TER CONSTRUCTIO~J WITHOUT PRIOR APPROVAL OF THE DISTRICT. THE CONTRACTOR SHALL FURNISH -ALL MATERIAL, EQUIPME~IT AND LABOR NECESSARY FOR MAKING THE CONNECTIO~J UNDER THE SUPERVISION OF THE DISTfllCT. THE 48 HOUR NOTICE REQUIREMENT SHALL NOT COUNT SATURDAYS, SU~JDA YS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIALS, EQUIP~IE~IT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK ARE ASSEMBLED ON THE SITE. ONCE WORK IS STARTED ON A CON,,!ECTIO~I. IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS CONIPLETEO. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING WATER MAIN, CONTRACTOR SHALL EXCAVATE THE WATER MAil" AND VERIFY OUTSIDE DIAMETER OF ALL PIPES l'OR DETERMINATION OF TYPES OF FITTINGS TO BE USED. CONTRACTOR SHALL COORDINATE THE WORI< WITH THE CONSTRUCTION REVIEW REPRESENTATIVE FOR THE DISTRICT. 5. SEPARATION OF UTILITIES MINIMUM SEPARATIO~J BETWEEN WATER AND SEWER MAINS SHALL CONFORM TO SECTIO~I C1-9.1 OF THE CRITERIA FOR SEWAGE WORl<S DESIG~I AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY I~! DECE~IBER I 998. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 l~ICHES WITH A SA~JD CUSHION. WATER MAINS SHALL PASS UNDER STORfA SEWERS WHEN NECESSARY TO MAINTAIN THE MINIMUM COVER REQUIREMENTS FOR WATER ~IAINS. THERE SHALL BE NOT LESS THAN A SIX-INCH CUSHIO~I BET\VEEN THE WATER NIAINS A~ID THE STORM SEWERS. PUGET SOUND E~JERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM A~IY WATER MAl~JS, FIRE HYDRANTS, AND BLOW-OFF ASSENIBLIES A~JD NO CLOSER THAN 5 FEET FROM ANY WATER SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATIO~J OF VAULTS, HA~ID HOLES, AND LIGHT STANDARDS WITH THE WATER MAINS, SERVICES, FIRE HYDRANTS, AND BLOW-OFF ASSEMBLIES. NO CONSTRUCTION SHALL START Uf-lTIL THE DEVELOPER HAS FURNISHED THE ENGll,E:ER WITH A WORK Sl<ETCH FRONI PUGET SOUND ENERGY. 6. THRUST BLOCl<ING ALL FITTINGS SHALL BE BLOCKED WITH POURED CONCRETE AGAINST UNDISTURBED SOIL WITH SUFFICIEf,T CO~JCRETE AND 3/4-INCH ANCHOR RODS, IF REQUIRED, TO RESIST THE RESULTANT FORCES. BLOCKING SHALL PROVIDE FOR RE~IOVAL OF ANY CONNECTION TO THE FITTING WITHOUT DAMAGE TO THE FITTtf,JG. WHERE UNFAVORABLE GROUND CO~JOITIONS ARE E~JCOUNTEREO, SPECIAL BLOCl<ING \VILL BE REQUIRED AS DIRECTED BY THE ENGl~JEER IN TIIE FIELD. WHE~I DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TENIPORARY BLOCl(ING SHALL BE INSTALLED TO PREVE~IT BLO\VOUTS. THRUST BLOCKING SHALL CONFORM TO THI: STAf,DARD DETAILS. 7. WATER WORKS TESTING TESTING OF LINES SHALL BE tf,J ACCORDA~JCE WITH SECTIO~J 7-11.3(11) OF THE STA~JDARD SPECIFICATIONS. TEST PRESSURE SHALL BE THE EXISTING SYSTEI~ Ll~IE PRESSURE PLUS 150 PSI, BUT IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 250 PSI. MAINS SHALL BE DISINFECTED PER SECTION 7-11.3(12) OF THE STANDARD SPECIFICATIONS. CONTRACTOR SHALL CUBE AND FLUSH ALL NEW WATER MAINS WIIILE BEl~JG OBSERVED BY DISTRICT AND THE RESIDE~JT PROJECT REPRESENTATIVE. DISTRICT SHALL FUR~IISH IHE CUBES FOR THE CONTRACTOR WHO SHALL THE~! BE RESPONSIBLE FOR CUBING THE ~IE'N WATER MAINS. COl·iTRACTOR SHALL COORDINATE WITH DISTRICT AND THE RESIDENT PROJECT REPRESENTATIVE FOR THE LOCATIO~JS TO BE CUBED. AFTER THE CUBES HAVE BEE~I FLUSHED FROM THE SYSTEM, THE REST OF THE FLUSHING, CHLOfllNATING, PRESSURE AND PURITY TESTS SHALL BE COMPLETED. DISTRICT SHALL BE RESPONSIBLE FOR COLLECTING THE SAMPLES A~JD OBTAINING THE BACTERIOLOGICAL TESTS. 8. REPAIR OF PIPELINE FAILURES BROl<EN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE. 9. JACl<ED CROSSING AT LOCATIONS SHOWN ON THE DRAWINGS, WATER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKl~JG, DRIVING, OR AUGURING A STEEL CASING PIPE BEN EA TH THE SURFACE. ALIGNMENT A~ID GRADE OF CASl~IGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE ~IECESSARY TO NIAKE THE CONNECTION. IF THE CASll"G DOES NOT MEET THIS REQUIREf,IENT, IT SHALL BE ABANDONED BY FILLl~JG THE CASING WITH MOIST SA~ID AND A NEW CASING INSTALLED TO MEET THE LINE A~JD GRADE REQUIREMENTS. NO OPE~J EXCAVATION SIIALL BE MADE CLOSER THAN 6 FEET FRO~I THE EDGE OF PAVEMENT. DIAMETER OF CASIIJG PIPE SHALL BE SUFFICIE~JT TO ALLOI'/ INSTALLATION OF THE WATER PIPE. WALL THICl<NESS SHALL BE SUFFICIE~JT TO l'IITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUfA THICl<NESS OF 1/4-l~JCH. AFTER THE WATER PIPE HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPE IN A~JY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLl~JG THE VOID BETWEEN THE WATER MAIN AND THE CASING WALL WITH SANO. 10. WATER SUPPLY WATER SUPPLY FOR FILLING, TESTING AND FLUSHING OF THE ~JEW MAINS WILL BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM; HOWEVER, THE CONTRACTOR WILL BE BILLED BY THE DISTRICT FOR THE WATER USED AT THE CURRE~JT COMMERCIAL METER RATE. THE CO~JTRACTOR MAY PROVIDE HIS OWN METERING FACILITIES TO THE SATISFACTION OF THE DISTRICT OR ACCEPT THE QUANTITIES ESTlfAA TED BY THE DISTRICT. 11. EXISTING UTILITIES EXISTING UTILITIES SHOW~I ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORlvlATIO~J AVAILABLE TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPO~JSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH 11,1 ADVANCE OF THE EXCAVATION TO PREVE~JT DAMAGE DURl~IG CO~ISTRUCTION. THE CONTRACTOR SHALL BE RESPOHSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIO~IS ON THE PROJECT. THE DEVELOPER SHALL RELOCATE OR REPLACE ANY EXISTING FIRE HYDRANTS LOCATED WITHIN 50 FEET OF THE DEVELOPMENT TO MEET DISTRICT'S REQUIREME~JTS IF ~JEW COtJSTRUCTION BY THE DEVELOPMENT CREATES A SAFETY HAZARD OR A NON-COMPLIA~JT CONDITION WITH DISTRICT STA~JDARD SPECIFICATIOl,J REQUIREME~ITS. 12. WARRANTY PERIOD THE DEVELOPER MAKl~IG THE APPLICATIO~J FOR A LINE EXTENSIOI,!, A~JO HIS CONTRACTOR, SHALL BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DA TE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. - 00 C: MEW Q) Q) C: di4i&i ·- 00 C: w I :c .c '+.I _c: 0 er.'. 0 0:: 0:: I-z WO 0 I-_ -<(~ Cf) s1-z w ~ £[2 ~ wo w w~ z -<( 0:: w 2 ~~ 0::: w i Oen 0 Cl<) (f) BAS£ MAP \ l-o. 0: () (/J [/) ,: i,J 0 a ).. ID (/J > i,J 0: " ~ 0.. :::> I 0 z <C Cf) iii a -l "- . g [/) . i,J O "' a " a. . . l,J N .. ..J -1- [/)0 ~ ~ :c > Cf) z 0 -Cf) -> 0 0::: 0.. z 0 -I- 0 :::> 0::: I- Cf) z 0 0 SH£ET 2 OF 5 _J DRAWING [L-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~'-~~~~~~~~--' m I ,_ vi ~ 0 > 0 Cl'. Q_ + ,.., ,, N / ~ ? z C) 1n w ~ 10 ,, 0 ? N ~ 0 0 / IL w "' <( z ld _J c:: "' 0 0 N z 0 1n fr'. is! w I u ~ z ::; IX w 1/) :0 "' z en z ,._ I°! "" 0 0 z f- f- 0 . ··--------·---- ,--_,----------·-------------------------------------,-----------------------c·----------------------r-------ir-r, MATERIALS 1. DUCTILE IRON PIPE ALL DUCTILE IRON PIPES SHALL CONFORM TO SECTION 9-30.1(1) OF THE STA!,IDARD SPECIFICATIO~IS. PIPE SHALL BC CLASS 52 CONFORMING TO LAYING CONDITION TYPE 2 UNLESS SHOWN OTHERWISE ON THE DR/1\VINGS, AND SHALL BE LINED WITH CEMENT MORTAR PER ANSI/AWWA C104/A21.4-95 A~ID SHALL BE SEAL COATED. JOINTS SHALL BE PUSH-ON TYPES WITH RUBBER GASl<ETS, WHICH FIT INTO ANNULAR GROOVES. JOINTS AT VALVES OR FITTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING REQUIREMENT. DUCTILE IRON PIPE MANUFACTURED AND DISTRIBUTED BY PACIFIC STATES CAST IRON PIPE COMPANY SHALL BE MANUFACTURED AFTER 1988. WHERE SHOWN ON THE DRAWINGS, RESTRAINED JOINTS FOR DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASl<ET SYSTEM OR APPROVED EQUAL. 2. FITTINGS FITTINGS FOR DUCTILE IRO~J PIPE SHALL CONFORM TO SECTION 9-30.2(1) OF THE STANDARD SPECIFICATIONS AND MAY BE FLANGED, MECHANICAL OR PUSH-ON AS REQUIRED OR SHOWN 0~1 THE DRAWINGS. FLANGED FITTINGS SHALL CONFORM TO A CLASS 125 PRESSURE RATING. MECHANICAL JOINTS FITTINGS SHALL BE RESTRAINED WITH MEGA-LUG RESTRAINING DEVICES OR APPROVED EQUAL. RESTRAINING DEVICES SHALL BE MA~IUFACTURED OF HIGH STRENGTH DUCTILE IRON, ASTM A536, GRADE 65-45-12. BOLTS AND CONNECTING HARDWARE SHALL BE OF HIGH STRENGTH LOW ALLOY MATERIAL IN ACCORDANCE WITH ANSI/AWWA C111/A21.11. ALL RESTRAINING DEVICES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WH_ICH THEY ARE INSTALLED, WITH A MINIMUM 2: 1 SAFETY FACTOR IN ANY ~IOMINAL PiPE SIZE. NOTARIZED CERTIFICATIO~I FROM THE MANUFACTURER OF THE RESTRAINT DEVICE SHALL BE PROVIDED '111TH SUBMITTALS. THE EXTERIOR OF ALL DUCTILE IRON FITTINGS SHALL BE COATED WITH BITUMl~IOUS PAINT. 3. FIRE HYDRANTS HYDRANTS SHALL CONFORM TO AWWA C-502, EXCEPT AS HEREIN MODIFIED. HYDRANT SHALL HAVE A MINIMUM OF 5 1/4-INCH MAIN VALVE OPENING WITH TWO 2 1/2-INCH HOSE CON~IECTIONS A~ID ONE 4 1/2-INCH PUMPER CONNECTION. ALL PORTS SHALL BE FURNISHED WITH NATIONAL STANDARD HOSE THREAD AND 1 1/4-INCH OPERATING NUTS THAT TURN COUNTERCLOCl<WISE TO OPEN. IN FIRE PROTECTION DISTRICT NO. 40, THE PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH STORTZ ADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS. A. STORTZ ADAPTER AND CAP TO BE FORGED AND/OR EXTRUDED 6061-T6 ALUMl~IUM ALLOY, HARD COAT ANODIZED. B. THREADED PORTION TO HAVE TWO SET SCREWS 180' APART AND NO LUGS. C. STORTZ FACE TO BE METAL WITH NO GASKETS TO WEATHER. D. STORTZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASl<ET AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8-INCH COATED STAINLESS STEEL AIRCRAFT CABLE. E. CAP TO BE CONNECTED AND DISCO~INECTED WITH STORTZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. HYDRANTS SHALL BE FURNISHED WITH A 6-INCH MECHANICAL JOINT OUTLET, TIVO 3/4-INCH DIAMETER TIE RODS, A 6-INCH AUXILIARY GATE VALVE WITH VALVE BOX, AND A RISER TO SUIT TREflCH DEPTH AT EACH INSTALLATIO~I. THE GATE VALVE SHALL BE FLANGED TO THE MAIN TEE. HYDRA~IT SHALL BE FURNISHED WITH A BREAK-OFF FLANGE ON THE BARREL AND A BREAK-OFF COUPLING FOR THE STEM. HYD'rlA'·ITS SHALL CONFORM TO ('NATER) DISTRICT STANDARDS. ALL FIRE HYDRANTS SHALL BE M & H STYLE 929 RELIANT, MUELLER CE~ITURION MODEL A-423, CLOW MEDALLION OR WATEROUS PACER NO. WB-67. NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLE LOCl<ED 11,1 PLACE. MAINTAIN 3 FEET CLEARANCE BETWEEN HYDRANT AND PROPERTY OR EASEMENT LINE. TYPE 1 BLUE REFLECTIVE MARl<ERS AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS SHALL BE INSTALLED AS REQUIRED BY THE GOVERNING ROAD AGENCY. FIIIE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE. WITH THE REQUIREMENTS OF THE LOCAL FIRE PROTECTION DISTRICT. THE HYDRANT SHALL BE CLEANSED AND PRIME COATED WITH A HEAVY DUTY BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS SHALL BE PAINTED WHITE WITH TWO TOP COATS OF OIL RESISTANT E~IAMEL, BRUSH TYPE OR APPROVED EQUAL. THE DISTANCE FROM THE HYDRANT TO THE 6-INCH GATE VALVE SHALL BE STENCILED 0~1 THE HYDRANT WITH 2-INCH LETTERS. DURING THE CHLORINATING PROCESS FOR THE NEWLY LAID PIPE, ALL VALVES ASSOCIATED WITH THE FIRE HYDRANTS SHALL BE OPERATED WHILE THE PIPELINE IS FILLED WITH THE CHLORINATING AGENT AND UNDER NORMAL OPERATING PRESSURE. 4. FIRE HYDRANT GUARD POSTS GUARD POSTS SHALL NOT BE INSTALLED WITH FIRE HYDRANT ASSEMBLIES UNLESS INDICATED OTHERWISE ON THE DF,AWINGS OR REQUIRED BY DISTRICT. IF GUARD POSTS ARE REQUIRED BY DISTRICT, THEY SHALL BE MADE OF REINFORCED CONCRETE, 8 INCHES IN DIAMETER, 6 FEET LONG A~ID BURIED TO 1\ MINIMUM DEPTH OF 3 FEET. GUARD POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BO~INET FLA~IGE OF THE HYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH 2 COATS OF EXTERIOR CO~ICRETE PAINT, COLOR AS DESIGNATED BY THE DISTRICT. 5. GATE VALVES GATE VALVES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS 'NITH BRONZE-MOUNTED RESILIE~IT SEAT WEDGING DEVICES CONFORMING TO AWWA C509 & AWWA C515. VALVES SHALL BE COATED PER AWWA C550 WITH NON-RISING STEMS, OPEN COUNTERCLOCl<WISE, AND BE EQUIPPED WITH A1,1 0-RING STUFFING BOX. VALVE END CONNECTIONS MAY BE FLANGED, MECHANICAL JOINT OR PUSH-0~1 AS REQUIRED OR SHOW~! ON THE DF,AWINGS. ALL FLANGE FACES SHALL BE MACHINED Al-ID DRILLED TO STRADDLE THE VERTICAL CENTERLINE. VALVE STEM EXTENSIONS WITH PLATE WELDED TO OPERATING NUT WILL BE REQUIRED \VHERE OPERATING NUT IS MORE THAN 4 FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24 INCHES BELOW FINISH GRADE AND SHALL HAVE A 2-INCH SQUARE OPERATING NUT AND SELF CENTERING ROCK PLATE SUPPORT. LOCI< DOWN SETSCREWS SHALL ~IOT BE USED 0~1 VALVE OPERATING NUT EXTENSIONS. MANUFACTURER SHALL PROVIDE CATALOG DATA, NET WEIGHT, A~ID ASSEMBLY DRAWINGS OF ALL VALVES TO BE PURCHASED AND INSTALLED AS WELL AS AN AFFIDAVIT OF COMPLIANCE. ALL VALVES SHALL HAVE A WATE.R WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2: 1 SAFETY FACTOR l~J ANY NOMINAL PIPE SIZE. 6. VALVE BOX VALVE BOX SHALL BE CAST IRON SERIES 9408 AS MANUFACTURED BY OLYfflPIC FOUNDRY OR APPROVED EQUAL WITH LID MARKED "WATER". ALL BOXES SHALL BE ADJUSTED TO MATCH THE Fl~IISH GRADE AT THE VALVE LOCATION. ALL VALVE BOX COVERS SHALL BE PAINTED BLUE. ORIENT THE VALVE BOXES SO THE "EARS" ARE SET THE SAME AS THE PIPE DIRECTION. PROVIDE 4 ll~CH THICI< BY 2 FEET WIDE ASPHALT OR CONCRETE COLLAR Af!OUND VALVE BOX COVERS IN UNIMPROVED AREAS, LANDSCAPE AREAS A~ID EASEMENTS. 7. VALVE MARKER POSTS VALVE ~1ARl<ER POSTS SH/ILL BE FURNISHED AND INSTALLED WITH EACH VALVE UNLESS THE VALVE IS LOCATED IN THE PAVEMENT OR IN A VAULT. NO MARKER POST IS REQUIRED FOR VALVES LOCATED 11,1 THE PAVEMENT OR IN A VAULT. MARKER POSTS SHALL BE CONCRETE WITH 4-INCH fill~IIMUM SQUARE SECTION, 42-l~ICH LENGTH, AND SHALL BE REINFORCED WITH O~IE 3/8" X 39" BAR OF REINFOflCING STEEL. MARl<ERS SHALL BE PLACED AT THE EDGE OF THE RIGHT-OF-WAY OPPOSITE THE VALVE OR AS DIRECTED BY THE ENGl~IEER WITH 18 INCHES OF THE POST EXPOSED ABOVE GRADE. THE EXPOSED PORTION SHALL BE PAINTED WITH TWO COATS OF WHITE EXTERIOR CO~ICRETE PAl~IT WITH THE SIZE OF THE VALVE AND THE DISTANCE IN FEET AND INCHES TO THE VALVE STENCILED ~/!TH BLACK PAINT ON THE FACE OF THE POST USING A STE~ICIL THAT WILL PRODUCE LETTERS TWO INCHES HIGH. 8. WET TAPS TAPPING SLEEVE SHALL BE JGM 412 STEEL OR ROMAC "SST" STAl~ILESS STEEL SLEEVES WITH FULL COVERAGE RUBBER GASKET, OR APPROVED EQUAL. VALVE SHALL BE A l,ESILIENT SEATED VALVE fAADE FOR TAPPING, U.S. PIPE f,iETROSEAL 250 OR APPROVED EQUAL. REFER TO THE GA TE VALVE DESCRIPTION FOR ADDITIONAL DETAILS. SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS. 9. WATER SERVICES AND METERS NEW SERVICE LINES SHALL BE CLASS 200, Ill-MOL OR APPROVED EQUAL Al,D SHALL CO~IFORM TO THE DRAWINGS, STANDARD DETAILS A~JD SECTIONS 9-30.6 A~ID 9-30.6(3)8 oic· THE STAr,DARD SPECIFICATIONS. INSTALL PLASTIC- COATED 16-GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PLASTIC SERVICE PIPES. ATTACH BARE WIRE TO ANGLE AND CORPORATION STOPS. COrl~IECTIONS FROM PIPE TO ANGLE A~ID CORPORAT!Orl STOPS SHALL BE WITH COMPRESSION PACI< JOINTS. METER BOX SHALL BE AS CALLED OUT O~I THE SERVICE DETAIL ON THE DRAWl~IGS. ~IETER BOXES LOCATED IN DRIVEV/AYS OR SIDEWALKS SHALL BE A TRAFFIC BEARING BOX ArlD COVER AS APPROVED BY THE DISTRICT. WATER SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN DEVELOPER, DISTRICT, AND OTHER UTILITY COMPANIES. PAINT SERVICE LOCATIONS ON CURB WITH BLUE IJAINT. METER BOXES SHALL BE FURNISHED BY DEVELOPER/CONTRACTOR A~ID INSTALLED BY CO~ITRACTOR. IF METER BOXES ARE LOCATED IN DRIVEWAYS OR SIDEWALKS, TRAFFIC BOX AND COVER MUST BE APPROVED BY THE DISTRICT AND FURNISHED BY THE CONTRACTOR. TOUCH READ METERS A~ID LIDS SHALL BE PROVIDED ON ALL PLATS AND LOTS. WATER SERVICE SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM POWER VAULTS, HAND HOLES A~ID LIGHT STANDARDS. ALL SERVICE Ll~IES SHALL BE ONE-INCH MINIMUfA, A~ID SHALL BE CONTllsUOUS AND U~ISPLICED FROM CORPORATION STOP TO METER AND SHALL HAVE 6 INCHES OF SAND BEDDING SURROUNDl~IG THE SERVICE LINE. EXPA~ISIO~I LOOPS ARE TO BE HELD AS FLAT AS POSSIBLE WI IH NO REVERSE GRADE. WATER MAIN SERVICE SADDLE AND CORPORATION STOP WITH COMPRESSION AD AP TEP SHALL BE LOCATED AT APPROXIMATELY 1 o· ABOVE SPRING LINE PER THE STANDARD DETAIL SHOWN ON THE DRAWl~IGS. THE CONTRACTOR SHALL NOT BACKFILL ANY SERVICE LINES Ul·ITIL ALL BRASS FITTINGS ASSOCIATED 'NITH THAT SERVICE LINE HAVE BEEN INSPECTED AND ACCEPTED BY THE IJISTRICT. EXISTING WATER SERVICES WHICH NEED TO BE ABANDONED SHALL BE DISCON~IECTED AT THE WATER MAIN CORPORATION STOP. THE CONTRACTOR SHALL COORDINATE WITH THE DISTRICT'S REPRESENTATIVE AS REQUIRED. 10. IMPORTED GRAVEL MATERIAL PIPE BEDDING SHALL CONFORM TO SECTION 9-03.15 OF THE STANDARD SPECIFICATIONS. FOU~IDA TIOI, GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. BANl<RU~I GRAVEL FOR TRENCH BACl<FILL SHALL CONFORM TO SECTIOl-1 9-03.19 OF THE STANDARD SPECIFICA TIO~IS, EXCEPT AT TRA~ISVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSl~IGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL SURFACING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED SOIL ~IATERIAL AT AN APPROVED DISPOSAL SITE. 11. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUlt,EfilENTS OF SECTIO~I 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 12. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CO~ICRETE SURFACl~IG SHALL MEET CLASS B GRADING REQUIRE~1E~ITS. SURFACE RESTORATION 1. OFFSITE SURFACE RESTORATION ALL PAVED OR UNPAVED SURFACES OR EASEME~ITS SHALL BE RESTORED TO A CONDITIOl-1 EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES, SHRUBS AND OR OTHER IMPROVEME~ITS SHALL BE SAVED, RELOCATED, OR REPLACED BY CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPIJLATIOrlS. RESTORATION SHALL BE TO THE SATISFACTION OF THE DISTRICT, PROPERTY OWNER, OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATIOls. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY THE EXISTl~IG SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGl~IAL STREET GRADE TO PROVIDE FOR PLACE~IENT OF THE NEW SUBGRADE AND PAVl~IG. THE SUBGRADE SHALL BE CONSTRUCTED OF 1 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 2 1/2 INCHES, FOLLOWED BY 5/8-INCH fAINUS CRUSHED SURFACING TOP COURSE PLACED TO A CO~IPACTED THICKNESS OF I I /2 l~ICHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUfA 4-INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. ~IIIJIMUM THICK~IESS SHALL BE 2 INCHES. THE SI IOULDER SHALL BE REPLACED TO THE EXISTING FOG Lll!E IN AREAS WHERE THE EXISTING ASPHALT SHOULDEFl IS SERIOUSLY DISTURBED, OR AT THE EIIGl~IEER'S DISCRETIO~I. RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUfA OF 1 I /2 !~!CHES OF CRUSHED SURF ACING TOP COURSE A~ID 2 1 /2 INCHES OF CRUSHED SURF ACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE WITH A CUTTl~IG DISC OR SIMILAR APPROVED TOOL PRIOR TO EXCAVATION. FOLLOWING PROPER BACl<FILL AND COMPACTION OF THE TREt,ICH, THE EDGES OF THE SURFACING SHALL BE RETRIMMED 6 INCHES WIDER THAN THE EXCAVATIO~I WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A 1 1/4-INCH fillNUS CRUSHED SURFACING BASE COURSE SH/ILL BE PLACED TO A COMPACTED THICKNESS OF 4 1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCH SHALL HAVE A MINIMUM THICl<NESS OF 2 INCHES AND A MAXIMUM THICK~IESS OF 4 INCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A ~IINIMUM OF 1 1 /2 INCHES COMPACTED CLASS B ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE-LEVELED AS DETERMINED BY THE RESIDE~IT PROJECT REPRESENTATIVE OR ENGINEER. NO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH l~ISIDE THE FOG LINE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE ROAD. EtlGINEER RESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER, THE~I THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHER\VISE BY THE ENGINEER OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. CONTRACTOR SHALL REPLACE EXISTING STRIPING A~ID PAVEMENT MARKINGS AS REQUIRED BY THE ROAD AGE~ICY WITH JURISDICTION. CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURl~IG CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE ENGINEER U~ITIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT HOT MIX ASPHALT PATCH SHALL BE PLACED A~ID SEALED WITH A PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 6-02 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8-SACK MIX, USING EITHER TYPE II OR TYPE Ill CEMENT WITHIN 30 CALENDAR DAYS. 4. CURBS, GUTTERS, AND SIDEWALKS EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE CONTRACTOR'S USE AND ACTIVITY, SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT, THE ROAD AGENCY WITH JURISDICTION, AND TO ITS ORIGINAL CONDITION OR BETTER. 5. NON-PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY CULTIVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF PrioPERTY OWNER, DISTRICT, AND ENGINEER. UNCULTIVATED LAW~IS, PASTURE AND VACANT LAND SHALL BE RESTOfiED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIRE~IENTS. SEED MIX: 40% PERENNIAL RYl:GRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPl~IG FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADt: ALL UTILITY COVERS WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS SHALL BE TElvlPORARIL Y PLACED AT SUB-GRADE ELEVATIO~I PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUSTfilENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE filADE FOLLOWING FINAL PAVING BY SAW-CUTTING OR NEAT-LINE JACl<- HAMMERING OF THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER. CONTRACTOR SHALL THEN REMOVE BASE MATERIAL, SURFACl~IG COURSE, AND FRAME; ADD RAISING BRICl<S; A~ID REPLACE FRAME A~ID COVER TO FINISH GRADE. FILL A~JD MECHANICALLY COMPACT AROUND THE STRUCTU!<E AND FRAfilE WITH CRUSHED SURFACING MATERIAL OR ATB, OR POUR A 5-INCH MINIMUM THICKNESS OF CONCRErE CLASS 3000 TO WITHIN 2 INCHES OF THE SURFACE. FILL THE REMAINING 2 INCHES WITH ASPHALT CO~ICRETE CLASS B HOT MIX, COMPACTED AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE. FINAL ADJUSTMENT OF ALL COVERS A~ID ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF Fl~IAL PAVING. 7. FINAL CLEANUP THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1-04.11 OF THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF THE WATER MAl~I. IN LIMITED AREAS SEEDING AND MULCHl~IG BY HA~ID, USING APPROVED filETHODS, WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE SEEDl~IG, JUTE MATTING, NETTING, OR ROCI< LINING TO CONTROL EROSION. ANY SIL TING OF DO\V~ISTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS FROM THE WATER MAIN INSTALLATION SHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLE CO~IDITION AS PART OF SITE CLEANUP. 8. TRAFFIC CONTROL THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURl~IG COflSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BARRICADES, SIGNS, AND FLAGGING SHALL CONFOR!vl TO THE REQUIREMENTS OF THE MUTCD MANUAL. SIG~IS SHALL BE LEGIBLE AND VISIBLE A~ID SHOULD BE REMOVED AT THE END OF EACH WORKDAY IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE DEVELOPER OR CONTRACTOR SHALL POST "To BE CLOSED" SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCA TIO~IS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLArl MUST BE PREPARED AND SUBivllTTED TO THE DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING RO/ID AGENCY PRIOR TO CLOSll,G ANY ROADWAYS. IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY !~I WRITII-IG ALL LOCAL FIRE, SCHOOL, LAW E~IFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE D/1 YS PRIOR TO THE ROAD CLOSURE. co ' 0 -, -I- Q. " (J (/) V) " LJ 0 a )- Ul 0 " -sf" (') r-- 0 0 • (/) > LJ " ~ -! N (/) 0.. ~ .... 0 u 0 13 i -- V) s: LJ a: 0 a .,. 0 0 ro 0, " c, -"" C: ro :c ~ "' '" "1 ;;; 0, (0 "' "'l " "' > 'iJ ~ .; ~ m 01) c: as us ·- Cl) Cl) C 44 SE ·- 01) C w .c -0 Cl:'. 0:.:: I-WU I-_ <( 0:.:: s1-~~ wO w 0:.:: 0:.:: w Us UJW QU) 0 oeS U) BASE MAP z 0 -(j) z w I->< w z -<( ~ 0::: w I- ~ a Lu 0 " " () LJ Ul J: 0 () -, . " 0 OJ a, . ~ a ~ _, 0, le (0 ro 1--co V) 0 " N () " a. ... ~ LL " Ul a ..J le . V) . . LJ 0 " a " a. .. !JJ N .. ..J -1--s: Cl'. Cl'. ~ ~ ~ z 0 -I- ~ 0 I- (j) I-w ::5 0::: w 0.. 0 :::, <( I u.. 0::: 0 z :::, <( (j) (/) ~ (/) _J <( -0::: w I- <( ~- SHEET 3 OF 5 DRAWING o:' L--------------------------------------------------------------------------------------------------------------------------------------------------....1.-----------' ·-1 v) ..J H <C f-w R I lf) I "' > D "' [L I ... (') ,-.. (\) ~ / (/) CJ :> R / z CJ H "' w R / ... M ,.__ 0 0 / (\) -0 0 / C: w "' <C z "J LL lf) 0 0 (\) z 0 01 DC w > w I u "' :> z <C > [l'. w ,n :, '"' z f- f-- 0 _, ' 'I ,-AFTER PRESSURE & PURITY TEST "' I/ ACCEPTANCE CUT & CAP EX. 8"AC WM EX s·Ac w,1 I/ TO EAST & ABANDON IN PLACE BY /uo REI.IAIM COMPLETELY FILLING WITH CDF PER • 111 sEev1,:E) .----EX.8"f\C Wt,l (TO REMAIM IM SERVICE) DISTRICT REQUIREMENTS \ 1 / PROPOSED7 \V SIDEWALK \CO " I E---~--\~~,========-------~'S.Jt'_C~!:!.<; _____ J -~ _ ----0-,1-. E---..:i-=--::..-=:..~=..-::::..-::.-.::_-.::_-_::_-:_:~-.:_:=,t=~~-----JEX.8""AC WIA ... r!-, EX.8"AC WM -·-.... ---..i -----z , ---__ EX. wv·s ( ro BE "' , To sc . PRorosfo -_ _ A8A110011,o> ~ i"' ABAtlDOHED; 1 sroRM)Pirr--\~~----= ~ 1 ti 36'-8"D1 @ NEW " IIRH;,-,!--+--;;.;_..:;..~------';JI1ffirI~ 8 DI WM w "'.@--:c---cc --··-- CL SE 184 fH ST. 1-4" TEMP. BO ASSY. FOR ~ TESTING & FLUSHING ¢ 0 (REMOVE AFTER '." ACCEPTANCE BY DISTRICT) d ~ /I ,--- I I " 1 ~Ex.s··Ac w.s,1 (To AFTER PRESSURE & PURITY TEST ACCEPTANCE & MAlf! FLUSHING, CONNECT TO EX.8"AC WM W/ 1-8" MJ SLEEVE REf,IAIJ,J II'-/ SERVICE) 2-8"01 SPOOL, LF AS REQ'D. 1-8"90' BEND, MJxMJ 1-8"x8"TEE, FLxFL 1-B"GV, FLxMJ 1-8" ADAPT., FLxMJ 1-B"BLIND FLANGE (TO EAST) ,__-AFTER PRESSURE & PURITY TEST ACCEPTANCE & MAIN FLUSHING, CUT-IN & CONflECT TO EX. 8"AC 1-8" x8"TEE, FLxFL 2-8"GV, FLxMJ 1 ·-8" ADAPT., FLxMJ 2-8"01 SPOOL, LF AS REQ'D. 2-8" MJ SLEEVE & CONNECTION DETAIL 1 N. T.S. W/ AFTER PRESSURE & PURITY TEST ACCEPTANCE CUT & CAP EX. 8"AC WM TO WEST & ABAflDON IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS -AFTER PRESSURE & PURITY TEST ACCEPTANCE & f1IAIN FLUSHING, CONNECT TO EX.8"AC WM W/ 1-8" MJ SLEEVE 2-8"01 SPOOL, LF AS REQ'D. 1-8"90" BEflD, MJxMJ 1-8"x8"TEE, FLxFL Ex 2-8"GV, FLxMJ C, 1-8"Bllf!D FLANGE (TO EAST) ·1~~NOTE: REMOVE EX. FH AND I SALVAGE TO THE DISTRICT _ -~8_!:C~'f,;!_ _ _ l EX 8";\C Wf..l --____ :=~~:-.. -.-. -il:rlfIII PAVEMEf!T NEW 8 "DI WM ------------------.___i;_,s. EDGE Of PVM r. ____ .____QL S£_18-t H~_____?l:__ _ _ PROP, 8" SAN. SWR. ---------- 1-4" TEMP. BO ASSY. FOR TESTING- & FLUSHING (REMOVE AFTER ACCEPTAflCE BY DISTRICl;J, ----- ----------- /// II/ EX. EDGE OF -p5'ycr1,nnr.· ~~----- & CONNECTION DETAIL 2 I{ T.S. --~. --.. HORIZONTAL BEND TEE VERTICAL BEND --BLANK PLUG PLUGGED END FOR FUTURE EXPANSION VAL VE ANCHOR OFFSET 2-1 ""BARS ALTERNATE VERTICAL BEND NOTES: PLUGGED TEE PLUGGED CROSS PLUGGED CROSS I. ALL COMCRETE FOR BLOCKING SHALL BE FIVE (5) SACI( MIX. 2. Al_l BLOCl<IMG SHALL BE POURED AGAIMS r FlmA, UNDISTURBED EARTH. ffi CONCRETE B;~CKING DETAIL NOfF: f,lETER BOX SUPPLIED BY OWNER/CON TRAC fOR, f.lETER BOX SHALL BE f.110-STATES PLASTIC HDPE NO. 111Bl2BXL WITH 0.1. TOUCHREAD UD FOR 5/8"x 3/4" METERS OR ),110-SrATES PLASTIC HDPE METER BOX NO. 8CF1324l2B WI fH D.!. TOUCHREAO LID FciR I" MElERS OR AS APPROVED BY DISTRICT. (SEE DWGS. 17 & 18) ''" z I~ C'.o I.IETER LOCATIOH W/ NO 7 ,METER LOCATION W/ SIDEWALK SIDEWALK / \ I ,· BEHll·ID CURB (TYP.)---GI --r--1" BEHICID SIDEWALi< (IYP.) OR AS DIRECTED BY DIST. . I OR AS DIRECTED BY DIST. 'j -lcrr-c= . . ~-'-~~ ------,~,,;==-=-==,i===;,;.,.,,_,.;=, .. m ='==·=:J 1 ----~-- 1 l_--B" ~mi L_ J5" MIN ANGLE CURB STOP, LOCl<WING CLASS 200, fl!-MOL I "PLASTIC PIPE, AS APPROVED BY SCWSD. EXPANSION LOOPS MUST BE HELD FLAT AS POSSIBLE. --[_ .. _(p-1 O"" MAX. 1 :;' MIN COVER \'IA !Ef\MAIN SERVICE SADDLE AND CORPORAllOM STOP (SEE COtlNECrlON DETAIL DRAWING NOS. 15 & 20). ROADWAY WITH CURB AND GUTTEr-{ AND/OR SIDEWALK I NOTE: I METER BOX SUPPLIED BY OWNER/CON !RACTOR, w 'Iii I METER BOX SHALL BE MID-STATES PLASTIC z _, HOPE MO. 111812BXL WITH D.I. TOUCHREAD LID I~ ~ FOR 5/B"x 3/4" MElERS OR MID-STATES ~ n:: PLASTIC HDPE METER BOX ~JO. 8CF1324129 W ~ \'~TH 0.1. TOUCIIREAD LID FOR 1" l,,·1ElERS OR .._, a:: AS APPROVED BY D!S fRICL (SEE DWGS. 17 o.. &: 18) I I 2·\""(TYP) --f---_,/ l -36" MIM I l.,,.A"' -~t~1c-,,======r:=~"S;;. ,:;;,;,,.,.,,;;;-<,_=='==---5 ~~ l ,.~----'---------··--··------I • 8" hllN L. 36"" WM ----------.. __ ~;-, 10·· MAX. --ANGLE CUR[] sroP, LOCKWING CLASS 200. Ill-MOL l""PLASflC ---- PIPE, AS APPROVED BY SCWSD. EXPANSION LOOPS MUST BE IIELD FLAT AS POSSIBLE. / I j' MIi i COVER L WATERMAlr·l SERVICE SADDLE AND CORPORATION srop (SEE CONNECflQrl DETAIL DRA\'ilflG NOS. 15 & 20). ROADWAY w1·r1--1 DITCf-lES TYPICAL ROADWAY SECTIONS EB FOR RESIDENT~L SUBDIVISIONS "' lf ~ ~ "" <( "' VJ z ... <( Vl .., .., a. -" .~ 0 Gj w - "' 0 f--0. "' O'. -w I,! OU: a. < fl) 3~(/)z w , ~ 0 G'.i f'e -0 v, fl) b I ~ "' I 0 ~ w :c 0 }- Ill . ~ > w 0: l-------------·-----------------•-----------------------------t----·---------------------------t------------------------------1 0 _J _J FIRE HYDRANT IN CUT /- v FIRE HYDRANT IN FILI. FIRE HYDRANT LOCATION IN CUT OR FILL ' --fJ) -~-~-, 6" TlllCk CONC.J PAD UR.I:: HYDRANT PLAN VIEW HYDRANT RUN: -----~~~,--.. ----- 1. LHWTH ESTAElLISHED ON JOB, APPROVED BY ENGltlEER. A. USE 6" 01 PIPE, FLANGED. (SHORT RUtlS ONL.Y), 6. OR 6" DJ PIPE, MJ WIT\-! 2 3/4" STEEL llE RODS V¥1 !H ONE HEAVY COAT OF COAL TAR PRESERVATIVE ON [IE ROOS, tJUTS & BOLTS AFTER INSTALLATION OR MEGALUGS. HYDRANT: -~=~--------------- 1. SHALL BE CLEANSED & PRIME COMEO I\HH HEAVY DUTY BRUSH TYPE OR APPROVED EQUAL. ALL HYDRANTS SHALL BE PAIN!ED WJIITL TWO TOP COATS SHALL BE OIL RESISTMIT ENAMEL. BRUSH TffE OR APPi~OVEO EQUAL. 2. STENCIL ON FACE Of H'l'DRANT BARREL i'11TH 2" BLACK LETTERS, THE DISTANCE FROM HYDRAtH TO GV. IN FEET. 3. SURFACE TO BE GRADED UNIF0Rf,1l'( AROUND HYDRANT. (18" RADIUS). SLOPE AWAY w/ BRUSH FINISH. 4. INSfALL STIMSONllE 1~0DC:L ea-A/BLUE REFLECTIVE PAVEMENT MARKER, OR EQUAL, ON H'r'DRNH SIOE CF THE CENTER LINE OF THE ADJACENT STREET IN DIRECT LINE WITH THE HYDRANT. * NOTE: 1. ROCKERY T'l'PE RE TAINl~/G WALL TO BE PROVIDED \'/HERE NECESSARY IN CUT OR FILL AREAS. 2. NO GUARD POSTS. 1B" ' \ a· VERTICAL -~ ( . Jl--''----V 1/4" RAKE~I~ ~ . SIDEWALK s" rn1cK cotic.-J_ Ii 1 \- PAD -=-\ _ :;:; \ -CENTERLlr/E OF ROLLED CURB -\B"-2·1" CAST IRCN VAL\if: BOX W/ LID MA."lKED "WATER" SERIES 9406 OR AS APPROVED BY DISTRICT .•I··.· -~4-0 ·· ·. :.... I r-'~1W&&44 · · "-----~s---- 6" MAX.~ -:· ., I 8 J" MIN. FIL lER FABRIC-1 (ALL AROUND) I VARIABLE 0r-o" GAlE VALVE . 1--z-r, ,, "·· "~~u . t.{· J '... " __/ r~j:~Y;, . , CONCRETE -1/2 YARD 1 I /4" WASHED ROCK THRUST BLOCK 4"x 8"x16" MIN CotlCRETC BEARING BLOCK FIRE HYDRANT ASSEfvlBL Y FIRE HYDRANT & G9 ASSEMBLY-ROLLED CURB 4 NTS FIRE HYDRANf IN CUT 18" ~- FI RE HYDRAN r IN FI LL FIRE HYDRANT LOCATION IN CUT OR FILL 18" 1·1 ~ ' . ' .:--~]) F ! RE _HYDRANT PLA~J VIEW HYDRANT RUN: ___ _ ·---------- 1. Ll:JJGTH ESTABLISHED ON .Joa, APPROVED BY UJGINEER. A. USE 5• DI PIPE, FLANGED. (SHORT RUr/S CNL Y), S. CR 6" DI PIPE, MJ 'l~ If! 2 3/4'' STEEL TIE RODS 'tll IH O~IE 1-iEAVY COAT OF COAL rAR PRESE:RI/ATIVE ON 11F. RODS, NIJTS & BOLTS AFTER INSfALLATION OR MEGALUGS. HYOIINIT: --=-------------- 1. SHALL BE CLE1\NSED & PRIME COATED WlTl-1 HEAVY DUTY BRUSH TYPE CR APPROVED EQUAL. ALL HYDRANTS SIIALL BE PAIN r::o I\I11TE. T't/0 TOP COATS SHALL BE Oil RESISTAtlT rnAMEL, BRUSH TYPE OR APPRO\IEO EQUAL 2. STENCIL ON FACE OF fl"TDRANT BARREL l\1lH 2" BLACK LErTERS, HIE DISTANCE FROM HYDf1AtH TO GV. IN FEET. J. SURFACE ro BE GRADED UNIFORMLY AROUND H'rDRA/'H. (18" RADIUS). SLOPE AWAY w/ BRUSH FINISH. 4. INSTALL ST1USOMTE MODEL 88-A/BLUE REFLECTIVE PAVEMENT MA'1KER, OR EQUAL, ON H'rDRANT SIDE Of THE CEN rm UtlE OF THE AOJACUH SH1EET IN DIRECT Lit!!: 'MTI-J THE HYORNH, * NOTE: -==--·--·---- 1. ROCKERY TYPE RErAlt!ING 'r'IALL TO BE PR0',1DEO WHERE NECESSARY IN CUT OR FILL AREAS. 2. NO GUARD POSTS. ( FACE OF VERTICAL c-'-.~, ['rP.; o· TO 9' CURB VERTICAL-~ () ~ MIM.: 3'-0" ·-18"-21" CASf IIWtl 1/4' RAKE·r----.._ ~ [l1 " VALVE BOX W/ LID .. I --......._ ' . MARKED "WATER" 5 THICK CONC.\ -. "!! k ~ rSIDEWALK SERIES 9408 OR AS PAD =-. _l__ -::ie / I APPROVED BY DISJRICT -· , F. ·/ ~:L 1,----f l:ltf~ ·,. ~ VARIABLE ~-Fcµ.1;6" G·A. :_E VALVE FIUER FABRIC\ I (ALL AROUND) =---""f 1,-c-,<_ ,,-,.-,,.-c,ee-~fJill@u .. . " ' \.....4-"x 8"xl6" MltJ. CONCRETE} THRUST BLOCK CO~ICRETE BEA.RING BLOCK '--1/2 YARD 1 1/4" 'HASHEO ROCK FIRE HYDRANT ASSEMBLY FIRE HYDRAN·r & ® ASSEMBL Y-\i~RTICAL CURB s·· ADAPT. (Fl X MJ) *' 8" x 4" TEE (Fl , FL) ~-, "I/ '~s" ... \ \ $=!=:j=i_,,/ ". / ' '\ \ ,.,=--._'-' , V" -·· I -,jJi -:JL__ '\ • ' ' • ~ I --{fJLJ]---------•ul,J:---j • . \( .J·J ·, .. J I 1· ~-. . " /, c--------i _/~~:'0"T/ /-~ i ~ I~ ---·-* BLD FLG ./.J '7/,,:'/ MAC,HOLE RING & COVER. . . , ~ THRUST BLOCK (TYP) OLYMPIC FOIJNDARY HO. . (SEE DETAIL) MH30AD/T MARKED "WATER" w/ 4" CONCRETE GRADE RING PLACE BRICl<S BETWEEN THRUST BLOCK & BLD. FLG. "' NO.JE: ALTERNATIVE 8"", 4"" TEE ("J X MJ) W/PLUG, SUBJEC r ro FUTURE EXTEMSION PLAN & GATE VALVE. r" 4"" ADAPTOR (FL x ,IJ)~ 4"" 90" BEND (" J x MJ) 4"" D I.P. SHACKEL RODS OR IIEGALUGS 18-24"" --I;,\ 0/ ;;,,tl)~ ~ m.~. I J~ oJ .. B x 4"" TEE (FL x FL) 1°" G. Y. (FL x f.lJ) ELEVATION NO IES: ==::__ _____________________________ _ 1. LOCA"IE BLOW-OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISTRICT. 2. THE GROUND WITHIN 3" RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY. 3. SHACKEL RODS TWO EA. 3/4"" GALV. SfEEL TIE RODS WITH ONE HEAVY COAT OF COAL TAR PRESERVATIVE ON TIE ROOS. NUTS AND BOLTS AFTER INSTALLATION OR MEGALUGS. 4. COVER ON BOX MUS 1 BE LOCKlflG TYPE. 5. NO MARKING POST l·JEEDED. 4" BLOWOFF ASSEMBLY FOR 8 11 AND LARGER ~/lAINS-IN PAVING NTS DI PIPE ___,,/ PLAN ELEVATION ~THRUST BLOCK (SEE DET All) (TYP) O'. Is' ' 0 "' u ,,, z :, ----'- ------------------,-ccBc-LO°'\c-V-cOccf,a(· SIZE PART NO. PART DESCRIPTION 4" 6" s" -----t----------------~ ---"'c-1--"""-t---";;-A D.I. TEE (FL x MJ) BRANCH SIZE ' 4"" 6"" 8"" B G.V. (Fl. x FL) 4"" 6"" 8"" C 90" BEND (Fl x MJ) 4"" 6"" 8"" D RISER D.I.P. x l.EMGTH AS REQ"D 4"" 6"" 8"" E MJ CAP W/ MEGALUGS TAPPED FOR 4"" IPT 4"" 6"" F G (3"" IPT FOR 4"" BLOW OFF) PLASIIC PLUG BLIND FLANGE (AFIER FLUSHIMG. REMOVE 8"" 4"" 8"" H GATE V,\l.VE & RISER) Bl IND FLANGE >IAIN SIZE->--- ' TEE SIZE SAME AS WATER MAIN UNLESS OTHERWISE INDICATED. ALTERNATIVELY D.I. TEE (MJ x MJ) WI fH PLUG, SUBJECT TO FU JURE EXTENSION & GATE VALVE. '--=======--'-"=~-----------------' 4", 6" OR 8" TEMP. BLOWOFF ASSEMBLY f!TS (/) .... Cl) C "' [l. 00 C Cl) Cl) C -~ 01) C w :r: .c 0 a.: BASE MAP a em Iii I ·- z 0 -if) z w ~ w z -<( 2 O'.'. w i 0 o, ~ ~ ~ ~ " 0 _, L. f--• 8 ~ ~ l';j 1----1 LL ~ 0... ::::> I 0 z <( if) "' OJ .. lt.J N .. --l -f-- ~ ~ ~ if) ....I -~ w 0 O'.'. w i Sf/££T 4 OF 5 DRAWING "-L----------------------------------..&..-----------------------------------''--·--------------------------------..... ---------------------------------..... ---------..1 .. 4" ~--- I 6" GV 10' ' <D I ,,, --1 6" 1-- FRoNr VALVE MAR"ER POST VALVE MARf<ER POST WILL BE REQUIRED UNLESS VALVE IS IN PAVEMENT AND TOP OF VALVE BOX IS AT FINISHED GRADE. 1' !' CLEAR 1---'--------· PROTECTIVE P/10 Ld PLAN ' 0 GI --4 " 4 '' -------- BO IO' SIDE FRONT BLOW-OFF ASSEMBLY " MARl,ER POST BLOW-OFF MARKER POST WILi BE REQUIRED Ut-lLESS BLOIN-6FF IS lt-l PAVEMENT. ~EDGE OF PAVEfAEt-H 2"CLASS "8" ASPHAL TIC CONG. PROlECTIVE PAD -18" -24" CAST IRON VAL VE BOX W/ LID MARKED "WATER" SERIES 9406 OR AS I • 'I APPROVED BY DISTRICT ~---ill'~lr,/-- v___ ---ill,' -~ 1gi r °" ~WATE:RIAAIN SECTION VALVE BOX PROTECTIVE PAD NOIE: MARKER POSf PAINfED WITH 2 COATS OF WHITE PAINT LETIERS SHALL BE 2" HIGH ANO STHJCILED IN BLAC!< PAl~J r. ' MARKER POST SHALL BE LOCATED 10 FT. (MIN.) AWAY FROM EDGE OF ROAD WAY. VAL VE BOX PROTECTION & GD PAD AND MARKER POST 13 NTS -·2" .A,C PAVIUG CUBE n 1/3 L _,..,.--SOIL PIPE (LEflGTH AS REQUIRED) L 4 1/4" DIA. X 1/6" MIN. THICKNESS ~I" IIEJ'AL STOCK (LENGTH AS REQUIRED) 2 lf4" CUBE (INSIDE MEASUREMENTS) 1 /8 Mlt-m,1u1v1 THICKNESS NOTES: ::..:..::=---------·-"··- LENGTH ,\S REQUIRED TD PUT OPERfdlNG NUT TWO (2) FEET FROM SURFACE EXTENSIOIJS ARE REQUIRED 'NIIEN THE VALVE NUT IS IIORE TIIAN FOUR (4) FEET BELOW FINIS;1ED GRADE. EX fENSIONS ARE TO BE A MINl,IUM OF TWO (2) FEET LONG. ONE cXTENSIOIJ IS TO BE USED PER VALVE. ALL EXTENSIO~JS ARE TO BE fAADE OF sr~EI SIZED AS NOTED, A~JD PAINTED WITH TWO (2) COATS OF METAL PAINT. --, w VALVE OPERATING Nu1· EXTENSION 14 NTS r-----------------·--,-------------------'-~' ' w " <( z w -' "- 1/1 0 0 OJ z 0 U1 U'. w > w :r: u w ::, z <( > Q'. lcJ (/) ::, "' 0 " er, ~ " 1~ w >-< 0 (') z f- f- 0 _J [L NEW 1" HI-MOL PLASTIC -~ PIPE, CL 200 TO WATER .JAIN c:====='==i c=-------- EXISTING SERVICE PIPE-TO -8; J- REl,lOVED (IIIN. 2' OUTSIDE NEW METER BOX) AFTER TRANSFER OF SERVICE NOTES: PROVIDE NEW METER BOX (SEE NOIE 2) EXISTING METER ,-- 5 L _____ _J PLAN VIEW = = = = = J TO HOUSE ~ EXIS11NG SEf~VICE 1. BRING NEW WATER SERVICE INTO METER BOX A~JD INSTALL NEW ANGL.E STOP, ETC. TO MATCH VERTICAL AND HORIZONTAL ALIGNMENT WITH EXISTING FITTINGS FOR METER RECOMMECTION UPON APPROVAL BY OWNER. 2 . .3(,4'' METER SIZE, HOPE METER BOX NO. BCF111812BXL w/ DI TOUCHREAD LID NO. BCF111BAMR/m 1 METER SIZE, HOPE METER BOX HO. BCFl32412B w/ DI IOUCHREAD LID NO. BCF1324AIAR/TR (METER BOX NUMBERS ARE THOSE OF MID-STATES PLASTIC, ll'JC. f.1ETER BOX COMPANY. USE - ,. 7 & 18. MID-STATES PLASTIC BOXES UNLESS OTHERWISE APPROVED BY DISTRICT. SEE 01'/G-1 ) f'tvl!N -2"MAX. FROM INSIDE---•'. FRON f WALL OF METER BOX (TYPICAL FOR ALL SERYlCES) ,• [/)~---'>< ,-1.JJ...J ~<t: ~o.j 1--?" ?" " ii: [ ~,~~"-, 2 ~ >lM S , ·r6.1 ~-------3/4" ANGLE srop W/LOCK WING, FORD COMPRESSION PACK JOINT ADAPTER---Bf-,-~:E NO. l<.V r-.f3-342W OR MUELLER H-14259 MUST BE CAPABLE OF RECEIVING ~ 3/4" OR !"ANGLE STOP WITH NO ADDITIONAL FITTINGS. NOTE: I DO NOT BACKFILL UfHIL ALL BRASS NEW 1" HI-MOL PLASTIC PIPE, \_ FlfllNGS HAVE BEEN INSPECTED BY THE DISTRICT. EXISTING SERVICE & FITflNGS SINGLE SERVICE INSTALLATION DETAIL FOR NEW , W' SERVICE TRANSFER TO EXISTING METER J6A, NTS -·------··------------------·-·-·-·- DI METER LID w/TOUCl-1 READ NO. BCF1118Arv1R/TR HOPE METER BOX NO. BC111812BXL w FOR 5/8"x 3/ti" METER , 17. NTS Sl~~GLE OR DOUBLE STRAP SADDLE (IPT) ---CORPORATION S 10P l,IUELLER B-20013 (IPT) OR FORD FB500 WATER SERVICE POLYETHYLENE PLASTIC PIPE WITII FORD NO. 72 STIFFENER INSERTED IN a:·n END OF PIPE ------~ 1~11111!' ]111 1 ,~ ~1b[c 5 ct- ~ L] \ ' ~~' I CLASS 52 ff DUCTILE IRON · WATER IIAIN PLAN -COMPRESSION PACK JOINT, FORD Ci6-44 (IPT) PACK JOINT COUPLING CLASS 200 OR MUELLER H-15454 CORPORATION STOP -COMPRESSION PACK ,JOINT COUPLING STIFFEIIER INSERT ELEVATION l,OTES: 1. SERVICE LINE FITTINGS· ALL FITTINGS SHALL BE C,\ST FROM WATER WORl(S BRASS CONFORMING TO C800-B9. 2. l,lUNICIPAL SER'IICE PIPE: IRON PIPE SIZE ID ASTM 0-2239 -SIDR 7(PE 3408) (Ill-MOL PLASTIC) WITH 16 GAUGE TRACER WIRE. w 1" WA.fER SERVICE CONNECTION 15 NTS SEPARATION REQUIREMENTS FOR WATER METERS/SERVICES • 5 FT. FROM POWER VAULTS, HANDIIOLES Al,D STREET LIGHTS AND ELECTRICAL SERVICES. • 3 FT. FROM OTHER WATER IIETERS SERVICES, F. HYOS. ANO B.O. ASSYS. 1''MIN -2"MAX. FROM INSIDE--~+, FRONT WALL OF IIETER BOX ' (TYPICAL FOR ALL SERVICES) ' ' __ L_ • ' '· --------3/4" AIJGLE STOf' VI/LOCI( WING, FORD -NO. l<V 63-342\Y OR MUELLER H-14259 COMPRESSION PAC,< JOINT ADAP-___ ,: __ __ TER, MUST BE CAPABLE OF RE-'· '.·.: I ~----· ------'ts'"'. CEIVING 3/4" OR l"ANGLE STOP W/ NO AODITIONAL FITTINGS. NOTE: 1'' fll-MOL PLASTIC PIPE, CL 200•---DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN ICISPECTED BY HIE DISTRICT. SINGLE SERVICE ------ METER SIZE fvlETER BOX MID STA TES PLASTIC, l~IC. 3/4" HDPE METER BOX NO. BCFlll812BXL D.I. TOUCHREAD LID NO. BCF1 I 18AI.IR/TR I " HDPE METER BOX flO. BCF132~12B D.I. TOUCHREAD LID fJO. BCFI 324 Al.JR/TR ·- USE ~!ID-STATES PLASTIC BOXES UNLESS OTHERWISE APPROVED BY DISTRICT (SEE DWGS W-17 & 18) GD TYPICAL SERVICE DET/-\IL 16 NTS . ~----------t--~-----,----_J 10" ~!IN.-12" MAX.--• Y/ & 1" SERVICES ( TYP) . ' ' ="-, Hi FLOW I" -2" -.f,~--I [ t:J!! ----I ~ ")( i;i -\.._ ____ __.,/ INLET OU fLE T ----- f EQUAL 0- DIST. ;~ET ,/Y~~OUTL~ -. ·-[~-~ ) 1~1~ DIST. Id! ~~ l EQUAL J NO JES: ' ' 1. Tl-IE ANGLESTOP MUST BE EQUAL DISTANCE FROM THE LONGITUDINAL SIDES OF TIIE ME_TER BOX. THE ou·rLEr OF THE ANGLE.STOPS MUST BE BETW'EEN 10"-12" BELOW THE BOfTOlf OF THE METER BOX LID. THE ANGLESTOP l1UST BE I" MIil.-2" MAX. FROM THE LATl1UD1NAL EliD OF THE MEIER BOX AND MUST BE VERTICAL (90') TO GROUND LEVEL. 2. THE ANGLESTOP C?t~HECTION ON THE CUSTOMERS SIDE OF THE METER MUST REMAIN IN A VER flCAL PO~ITION t,FTER THE CO!'INECTION TO THE CUSTotvlERS LINE HAS BEEN CO,IPLETEO. 3. THE METER BOX ,IUST RE.JAlfi FREE OF FOREIGN MATERIAL SUCH AS CONCRETE & ITS BY-PRODUCTS. 4. METER BOX SUPPLIED BY OWNER/CONTRACTOR. f..1ErER BOX SHALL BE ~.110-STATES PLASTI_:? HD~\E f,IE!ER BOX NO._ 8CF111812BXL ViHH 0.1. TOUCIIREAD u(.) FOR 5/S"x 3/4" METER\~ 0~ ,.\l~--SIArEs PLASTIC HOPE /v\ETER BOX NO. BCF\324128 WITH D.I, TOUCI-IREAD LIO FCR 1 ME fERS OR AS APPROVED BY DISTRICT. (SEE DWGS. 17 & 18) 00 METER INS"f ALLA"flON ~ ,ITS SYMETRICAL ABOUT ~ OF WATER MAIN 6' --------·- : 0 ~· ~~:~~~~~%\~' ·, % ~%:'~%~ '~~,,~· ~s "<,01% ~~/ ·, , NO SEWER ~. ·, • %v 00 ','"~ 1 . / /./ / ~~ ~~',,~0: --//.~ ~% ~ ~0·~'Y/ WATER MAIII % ". 5' MIN. _ ''l/SfANDARO PIPE ,1/ "'"' ~ l>~~ % .~ ~i~~'.\ s L / / ,~ ~ STANDARD SEWER PIPE r,A TERIAL ~ iii,~ S,)l'Oil'Ph ~>Y . SE\1\/ER/WAl.ER PARALLEL CONs·rRUCTION NTS "' - -' -<( >-..... w e 0 O'. I,! QJ ;,§ 2 0 a.. 00 - I" f.. C Cl i... II> -C ct ~N @ 0 "' "' " <( l,J "O (J'S 0 a 0 Q. -::, v, ~~ -ffi > Q. l,J ct ..... """ > w E O'. .Q " 0 I :J "' '" f.. (/) I <( 0 a - " >-> >-ca ~ . 0 2 "' 0 0 "' ' ,_ N ' " 0 w w ~ - ~ X w ~ '<I" co <') I'-- 0 0 ~ =2 0 " ff) N D.. ..- "" () 0 \) 0 a -I ~ ll s: f;J -> il 0 0 00 ~ " :a: lu (t :a: ct -0 f.. Cl -Cl "' <( l,J ca <( Cl []'. Cl w ct Q 0 0 <( Cl <( a 0 -, 0 0 " 0 0 _J ;r,; 0 "' ...J w co z C: <D 0 " -=> 00 0 Ill (/) C: .5 co 0, L.. <D .c :;j: ~ a Jc "' ~ <l) ~ O? oi -' ,S 0, <O le C <O '° . <O ~ f.. ~ " '° . -=> "' 0 "' -,:; L.. > N 0 2 Cl 0 <D " (1l 0 <D ~ <O ~ D... "" a, IJ.. 00 C EC&& . " ·-Ol L.. <l) aaua a <l) ·--I le C :c V) . . ·-l,J 0 "' 00 0 2 Cl C w .c I .., ..c 0 " -"' N 0 a:.: -I -f.. 0 gj ~ ~ V) :r > 0::: I-z WO 0 I-_ ~~ -U) (J) z ~ w _J -~.~ I-<( X 0.. I- wO w ::) w 0 w 0::: :z; I -n::: 0::: w <( 0 w ~ z Os <( ~ n::: if) (f) w w s 0 (f) ~ 0~ s (f) BASE: MAP SIIEE:T 5 OF' 5 DRAWING >· '. NW 33-23-5 1------------·-------------------------------------------------------------\ (0 \ -r----..:.,\---::=.-~---_...:.,-\.---=-----~-------\-- \ // \ // -----------~ ·.__./ /\/ ~\ \ ---\ 0' -------------\ \\ :; w \w ·· \v __ -----· • • \ ,v •v ,v ,1, \ •v \, w ------.. ·---------------------·------------(-----------------·---·-=:::::=/=·~==-~·-\ ,c-,v -\· w •v •v •v ·\ v \ w : · ,~ • w •v w •v '"\ ,v w w •v \ w ~, • -----. --------__________ _ -~ ,]/ ,[,-,v ,v ,v ,v ,v \ ,v ,v ,v ,v s.J,, \ ,v \ _::L----...... I -· · -_;;i.~ ~----------------·---~,_..,z:::::::::::::.:::., _ ___,,1:_,, __ .:s•'L.• _ _::!•l-:...· __ :1w:___~-v±:' __ _:•~< •v ,c \ ,y w w •v -.-"\-\1, \ •v ,V "1, ,v ·,V ,V ,v ,v '1,, ,,:,' ----;;:~-----,y "V '\ - + \ •v :v __ -~ :J;.------..-------::i:---' -•v •v ,, \ ,,1 / \, G'l,S -,y \ ,v ,y ,1,,-+ \1,, . I ('--· \ \ \ ,J_,, -.v \ ,v ·+ \[, w ,v ,v ..,_y \ \ ,,...~·.c.·--. ,v \ ,c.-w \ •v •v •!--•v \ '\ \, ----_;:)-"-"',,-...... , \ '-. ' :v \ + •C •v \ \ \ ,---I----------------,., •J/ \ \\ •.J/ ,, .• · \ \\\\,\ NO" E: BACKFLOW PREVENTION DEVICE ' -50' WETL/\CID SETBACI< I I REQUIRED FOR THE IRRIGATION WATER I fr!;,:;;1; ......-::.~ \ \ : ''' \1 \\ \ \ I SERVICE TO THE RECREATION SPACE. /;,; ....--:-.---E \ 0262 ,-----, I I I I I 1_J I I I I I L ______ _J 0?59 v ·v ---··--------··----··-~-----·.J., '1-,· WETLAND v ·-v 02 .,,,,,: ""'·,_'',,,_= __ =_· _, ·* ~~:_-_··"-_"'"_'"''_"'';""_· ,~~~'·_·,;.;_,,"-_·""_"'""'"_'"'_~_., ""_·,,~_""'_·"'_''~_"';;i'_"·m:~~i:_-,,,~_.,.~_'"_'""'_::rc..-··,-;.,_·.~,_"'· . -----··--·-----I~ ~~ -----i /" ---_ _. ----~ lo \ \ -'-.. / f ---::c ---_____ -, 1 o 11 133-23-5 \ / I V ,v \ ''" . \";~"\ I y 8 6'TYP. (ALL TR."B") / \ ,' •v ,v ,c \v ,1 \\\f<" '\ I 6 1-4"4~' BEND, MJxMJ'·'"'/-i-1'-J-1 -· -~I ---i IJ.~o· 11. 1 I "'.J-~ I ...... I ' // / eu··FJjTLJv.;o •v •V 'V •v \ w .,, : . -1·--·-~" -~I~;;~\~ ·_.:-~,--,J /. f€\~~ + •v W~TLANov\ ,v \~b I ill _ -~ ', >tf' 'TRACT "B" '----1-STD. 4" ~ \ •v "' '" '" \v '1 I Cf) '.1:_ L ; 4i<" .,... _) -"· \( ', (ACCESS) 80 ASSY. I " w ,v + •v · ~- I __ ;/!fr ,, , 13 (IN PAVlflG) w \ ~ ,n1 50 0 m=W0"1 ----,,t®1J=t-_======= 50 100 ~ SCALE IN FEET WATER GENERAL NOTES: (REVISED 09126/0 I) I. ALL WORK SH,\LL BE PERFORMED IN ACCORDANCE WITH THE SPECIFIC/\TIO!-JS OF SOOS CREEi( WATER AND SEIVER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FUfi/llSI I THE DISTRICT A COPY OF THE COMMERCIAL ACID/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION. 3. PRIOR TO CO/ISTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER AND ALL EXISTING UTILITIES SHALi. BE LOCATED BY THE CONTRACTOR. 4. FOLLOWIIJG WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING Tl IE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT Tl-IE DEVELOPER'S EXPENSE. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICAT/OiiS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO TflE DEVELOPER In ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY TllE DISTRICT. 5. NO WATER SEClVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UN /IL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. MAl(E APPLICATION TO SOOS CREEK WATER AND SEWER DISTRICT FOR WATER METER INSTALLATIOI J FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNEC rlON. BILL OF SALE WILL NOT BE PROCESSED L'~HIL PUGET SOUND ENERGY HAS INSTALLED THEIR VAULTS, HAND HOLES AMO LIGHT STANDARDS. 6. ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PAID BY Tl IE DEVELOPER. 7. PROPERTY COIZNERS SHALL BE PINNED WITH REFERENCE TACI< ON CURBS BY THE DEVELOPER. 8. CONTRACTOR Sllt'\LI. NOTIFY SOOS CREEi< WATER AND SE\fl/ER DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTf1.UCTION MEETING THE CONTRACTOR SHALL NOTIFY THE CONSTRUCT/ON REVIEW REPRESENTATIVE FOR SOOS CREEi< WATER AND SEWER DISTRICT AT LEAST 48 HOUl<S (REGULAR WOl!l(ING DAYS) BEFORE STARTING WORK. 9. CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHE'DULED AT LEAST 48 HOURS IN ADVANCE. -SHEET INDEX SH.NO. DESCRIPTION -1 \J\/ATERMAIN PLAN AND NO-fES 2 CONSTRUCTION PROVISIONS 3 NlATERIALS & SURFACE RESTORA-rlON 4 \/\'ATER DETAILS 5 \J\/ATER DETAILS I W " TRACT "A''fi g y . ,0' \1-\, \ PROPOSED Y.' -v •v ,1--,1 ,,, ---..._ 11 --. 1-5~ Mv,o sTD. FH AssY.--............ (AccEssJl( ,,1r rr7 7 /.,_ /!~' \. ,, sEwER (TYP.) .12 ~ \ .,. NG'PA 1 _, IT ~ ,y 30' TRANS. l.ll·JE-i-----··--+•--z 1-8"x6"TEE, FLxFL 4 ,J. w "-/, -// 1 / ."(" \ ,1, / / & ROAD ESMT. : ~ i =~::xt.PRA:OT:, :L~~1JJ .. \ \ 1i T; ! ~J;Q Jf<j 14 ;1 .! \ .v ; ,yo~~~~~:c~ ' 1 \ / ;I LU -1----30' TR I & ROI : <( 1 -1 JO' PL.,.T UTILltY:--1 ~;r,-/-,. ,t ;--1,:-4"45' BEMD, MJxM,J / \ ~ -~ / \_,,.,, . /1\// /' (j) '"' I // / I"' f-NOTE: ADJUST/REPLAcl'. EX. WATER ·' ·· , <( 1,~. 0 SERVICE & METER DUE TO PROPOSED <(. I I-~ ~-5 ThT. DETTRAENCTTIO/ N I/ I} :--.. / •J/ \ AMD SALVAGE TO THE// / \ / / ' :c > I N ASPHALT WALKWAY co ,ISTRUCTIOfl. -0 L 1'. '·-1.0 _:11_ -i I ' :--.._ ... -~ \DISTRICT ///// / )\ I-· Q:'. l() I(\ I& /---- / I ILl '° VERIFY WITH THE DISfR CT PRIOR TO 2 Lj 15 ffi RECREATIO~ I " 50 ~ \ 1 __ / /' ~,-fl.,/ i I 1° CONSTRUCTION. PROPOSED Q:'.I lro . I , VEIL\110 "11 / ,, -'']i 1""l ,, 0300 030 I SIDCWALK, CURB ' • I [I I ----SPACE • I ~ ;ETB~~K ""~ '----., -\ __ .-/ // / \ EXIS 111\G c; ~I 1 I PROPOSED V C "--, I i/) Ir•) :;I crrv 'oF flF.NTON. -, FH (TYP) 11· 4 PAVElo!EHT I PROPOS~zD PF10P0SED-PROPOSED 5'WIDE~ srom,,1 VAULT -1 _.., ~ r'J cri '·I FIRE DEPARTMENT j IE:<. ROCKERY STM.SWR ASPHALT WAU<WAY / 1 .E' ~.c:-r •1-~1 16 \ · I-Sl"MVO ,1, ------. \ TRACT"B" EXIST11,1G ,,· s w '."I . APPR_OVEO b.:j:i (TYP.) 30' ROAD/ TR,~l'JS. \2 -(;Ex-·-1v~·'s1~-.~._--DU~P~x-/' ' I/ u LIIIE ( ) ,,1 tJ > -.,., \.. '1 • -••• y c~ ' ES/v1T. TYP., ,u CO cl 0 I ·1/IJ) 1 ' -., ('I 7/ ~ ---c----i~, ------.L -=i~:.::::~:-:·(x:__Iti\£ ~~== .=--1 -a;;,__ .-~~ .•. '~ -~= -+I~~ -~,~t'-"lili"·"',i''''1'" ~--IL.:c¥c'!i-!>_::~J;,;,i:';·'h ~-· ,'.ll-z7;'1 ',\, '.;§' ,'..1 Tif -~ --\, I_ -= ~ \ .:1~f:~-== -x" .~ =-;'.'~ I ~\---\" i~ ]:··~\--( ~{/:('" EX.FH --;7--' 1 ::- 8>./ _I [JJ 1 :,_ 'o~_tC.-. ~7.. 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I°'. FOR FITTINGS, VALVES I # 12025 I I L PROPOSED 1 • 5' wooo WIRE § o :Ll & COM~i~~N L ~~ 429~9-_J : :~F /tr1!~ ~Ir ~=~·:.xtJ.T~~~~;jxFL SEW:O~~ ) ~!lA~~1;:~C~~J~V,~AL4VES ffi \\ c't,. -\?; (}Jo \\ \\ :" 0023 0045 ;J; I L _ _±27.1)_3 __ -' & COMNECTION \ 8 I NOTE: INSTJLL MEW WATER SERVICE & flDPE METER BOX W/ DI NOTE: REMOVE ABANDON EX. -NOTE: I \ \i'\ -i. -i. \ \ _.., I METE LID W/ TOUCH-READ. (EX. WATER METER TO REMAIN WATER SERVICE & filETER INSTALL 1" IRRIGATION WATER SEf'\VICE & \i'\ <f) -z_ ~ I IN S RVICE UNTIL NEW SERVICE , CCEPTED FOR SERVICE.) PER DISTRICT SI_TAMDARDS METER FOR THE RECREATION SPAClf: \ Y'. "S,. '.2. \ \ ~ I _ _ TYF'I_QAL AS SHOWN. NOTE: \ \ Cf:.. -<f) ,;::::. \ \ z I I EXISTING 8"AC WATER MAIN TO BE fBANDONEO \'' 1 . ".J I ~-,-=c. 1 ------'I --EK flOUSE--c-il & FILLED WITH CDF. (KING COUNTY i<OAD \ ~ ~ hi \ \ "-I I 0044 I 004.3 # 12047 ENGINEER APPROVAL REQUIRED FOR ~EMOVAL \\\ Q I'' 0 t .__ -I EX. HousE ........ -..... I.... H 12243 -" . ).., --.. F.F. rBS~1r. / -' --416.55 / --.J 0021 IEX. ;/OUSE EX. HOUSE I I _J ,:-. ~ "' 0 I I I 1 ----I FF (GAR.:, 423 ·72 I AND DISPOSAL, OR TO ALLOW ABA~JD0J1t"MEMT \ -7:-\ ~ \ \ I # 12021 I / # 12031 I , ---IN PLACE.) AFTER PRESSURE & PURIT'( TEST I I L _ I I I I I ACCEPTANCE & FLUSHING OF NEW WAT~R \ \ ~~\ I I I ,J , J ~ ___ J MAIN, CUT & CAP EXISTING B"AC WIITE\ MAIN. '\ l---:;i.s' \ I I I \ _-~1 I L _____ _J I I ' \ . _---· \ \ 0 "' I I ' '"~ . re Lu VI ::, ~JOTE: ALL WORK AND MATERIAL IN SE 184TH ST. & ! ffi -. --120TH AVE. SE SUBJECT TO KING COUNTY I RIGHT OF WAY CONSTRUCTION PERfvllT SITE DEVELOPMENT PLAN PROVIDED BY SITE DEVELOPMENT ASSOCIATES, LLC nrt,~a,,:rn.,~,.-,.,,,r.-,s;Js~"'""''-· , =~"'-"'-"-"-""1:,,.,,0,;;;tt>.,.~'o.il'-~""'""''°"~'-'""''-"'"''"' ,-·~,, ,>,_ •• e, ·-""-_,'Hoo n··o1'"-""'""'"'"'""''-~-~,,.~·;;--.;,, __ J NOTE: SET METER LOCATIONS AT I FT. j BEYOND SIDEWALl<JCURB (TYP.) j NOTE: MAINTAIN 10' MIN. WATER/ ·! SEWER SEPARATION (TYP.) UNLESS OTHERWISE SHOWN. j L,,~;w,<T;roc,,"'· ;1'"'i1~'-""'-iN"'/"'1;C,,,,"-,O'tli;;,"";CZ,.,"'· ·,,-S:,,·~"'·,:;.S::c,,.,,a,,.,._;:,C,~·;:="'· '"'· -~'"'"'"'-'"'"' '"'o<i'.5">.>lt"'""''-"'"'''~""A"',",>-es,.,·;,_oS,,.,-,,C:1:;,<"'-"•-+"'ec,O,s;,s,:;Js_• J BURIED UTILITIES IN AREA I NOTE: EXISTING WATER fvlAIN, l'IRE HYDRANTS 1' AND WATER SERVICES TO REMAIN IN SERVICE DURING CONSTRUCTION AND l UNTIL THE NEW FACILITlt:S ARE l ACCEPTED FOR SERVICE. l ~ , ;;: ,_, , ~ "' :1 , ,,__ ,; .; "~ "-'~'" "1 ~,~, \• ,."£-~, .-~e.>,~.o.• J},a/1.!c.:l:.lCl~'.I-'"'-"I '"'' H'~c-,,_c.,; !'!a>',; ' ·,~;; ,, '"' m "" k"-'-"'~" -~ ~ .,,_,_,-.,,,-: ,L!jj ,,,,.o,e,,,; ,._ u NOTE: FINAL FIRE HYDRANT LOCATIONS I SUBJECT TO FIRE fvlARSHAL PERMIT REVIEW AND APPROVAL. I NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE TO VERIFY LOCATION OF EXIST. AC WATER fvlAINS PRIOR TO CONSTRUCTION. NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE TO VERIFY LOCATION OF EXISTING WATER METERS AND WATER SERVICES ALONG SE i 184TH ST. PRIOR TO CONSTRUCTION. ; NOTE: WATER fvlAIN TO BE INSTALLED i UNDER STORM SEWERS UNLESS I OTHERWISE NOTED. l _•,,:a,c::s.eu,.±J-,>''"<'t.-=:-.,1<.s;S"".!<ad'!;"'°t;:,,,,,,.·i;.•2;,faw--"'"'c.'-IS'e'>,<',1""°"-""t"';;'~,i,.=,~,a,,:r:...,:;·M r,o.-ea:,,=;;,.,~-,,,;.,,,,-J CALL BEFORE YOU DIG 1 1 ,' 4 555 ,J NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE 1-800-42 -5 ~c: EXISTING UTILITIES SHOWN ARE FROM I, NOTE: THHAELFD0it-i"~6~~:~~ ~~ ~~~~~~~~-~ ! TO VERIFY LOCATION OF EXISTING WATER I " THE BEST AVAILABLE INFORMATION AND ,.il-SERVICE LINE & METER TO THE PROJECT :l :@ NO GUARANTEE IS MADE AS TO THE I ACROSS THE PROPERTY FRONTAGE. " SITE & ABANDON PER DISTRICT STANDARDS j NOTE: INSTALL Pl"-IVATE WATER SERVICE I LINES IN f"RIVATE ACCESS TRACTS l l PRIOR TO PAVING. (TYP.) 1 ' ,.,_ •;.c, -c.e>.!:. ,a.'<'£si=..c.<~~'<"' a~,~-• <. .. X•, '-"" ,a .-.1-.,.s:,.:..., •= •• ,, .,b ,.a. ·o-; , • ..,_ai • ,-.we,•, ;.,; ~ -a.: ".-c>.c\<--"'·"""''-< ->" ,J NOTE: DEVELOPER/CONTRACTOR RESPONSIBLE TO REMOVE ANY EXISTING (DOMESTIC USE) WELL AND/OR EXISTING SEPTIC TANK AND DRAINFIELD FROM SERVICE ACCORDING TO HEAL TH DEPARTMENT REQUIREfvlENTS. VICINITY MAP ~ 0 "' (t ,_ Q "Q a " 00 C: <l) <l) C: 00 C: w I .c: 0 0::: (ll 0 ~ Q (.) .j " Q" -> 2'.(') uo 2'. ct - -Q 1/) (t Q w u." a I 22 ·-:c .c .., 0 a:: z 0 -(J) z w ~ w z -<( 2 er: w ~ $ r- 0 I ;;, I 0 - a CJ " u Lu i'i ill a ,J ,,. 1/) ,__ Q (t (j 1/) Ill 2'. w 0 q - '" ,__ " a >- OJ "' 0 0 "' ·, ,.. "' ' ,, 0 1/) > '" (t 0 (') z Q W O (') 0 Z Q g II • ~ .. ltJ N ·· .j -,__ "u o: o: 0 W 1/) :c > (J) w l-o z ~ ~ °'" :J I 0 z <( (J) z s °'" z -<( 2 er: w i BASE MAP 04 sr1££T 1 OF 5 ~= EXACT S IZ E , TYPE , LO CA Tl ON OR DEPT~ I. l <!S!£,,:,~-,,,,,'.i~;.,';-J<~'-cn'C-,-a:c.nr~:.,s_:~;.~;~_;,;1<;11;.,~:/:a.,;,c!,.,;;,sM:'-;.;;;.:;~s'C·. < :;y,:,c,:,.. ,';<"' -~"c:t~(~.~lc'J .-.'la.• £?,0-f.,:z:dfll'.=i:0=.\~·-~=!-2:,)) _;;.:,:tk'::.t,;:;t;.!>.\;"-S.!t:C:-:'.,.,..t:"':il':!-'-«-'Sol'lo;:'S::...-<a,,io."i'fi.t_· . .;,.;..;-;-~:.F:.'"~-•>*%:'.! _-p_=;'.l'.""-'"'o:'''.i -"-',;.'. c:;-;i,-,tC_:,~L· .. ~:;;..=;;o/a:Rll"!,\:"O:ii~~ll.!s'".iJ ~ L_...::--:· :-·:-·:-:··":'·""':":"':""'·-:"'·:··:··":''""':·····:An:,·.s=:··:'":'·=:·-:'··:··--:-~-":···· ·:"'·:·-•··:-,~~. ----=======-----------------------------------------------------------------------------------------------------------------------------L------------' DRAWi NG <( ,I_ i)i \,f 0 > 0 Ct'. CL I st 10 r-. N / VJ \,f ? z (.'.) VJ w ~ 10 r, 0 ? N -0 0 ,--- G.: Lu 2 <( z w ..J L,_ LO 0 0 N z 0 VJ Cl'. w > Cl'. Lu V) ::, <D ~ 0, ,:::_ r-. ~ <( 0 (.'.) z ~ 0 CONSTRUCTION PROVISIONS 1. s-1-ANDARD SPECIFICATIONS ALL WORK, MATERIALS A~JD TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WA rER & SEWER DISTRICT AND THE "2000 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACl<FILL ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PER~IITS, THE GOVEF/NING AGENCY'S ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT O~J A ~JEAT-LINE BY SAW- CUTTING, JACK-HAMMERING OR OTHER APPROVED METHOD TO PROVIDE A CONTINUOUS LINE. lf"iENCH SIDES SHALL BE l<EPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL cot,DITIONS. COMPACTIO~I A~ID RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRE~ICH BACl<FILL IS PLACED, SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRE~JCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETl~IG THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEAL TH ACT (WISHA), CHAPTER 49.17 RCW, AND ALL REGULATIONS ADOPTED PURSUA~IT THERETO. CO~JTRACTOR SHALL HAVE A STRUCTURAL ENGINE[R REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIO~JS. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON-UNIFORM THE TRENCH SHALL BE OVER-EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE A~JD A LA YER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED BY THE CONTRACTOR TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A Ml~IIMUM OF 4 INCHES ABOVE THE crioWN OF THE PIPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY l~J APl'ROXIMATEL Y 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MAHN ER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL BEDDING A~JD NATIVE MA TERI AL SH/ILL BE STORED AWAY FR01v1 THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY A~ID SHOULDER. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY WITHl~I THE RIGHT-OF- WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARl<ING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVER THE TRE~JCH EXCEPT FOR TRE~JCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS--8 FEET, TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF THE TRENCH MAY BE WATER SETTLED OR MECHANICALLY COMPACTED TO 90% OF THE lvlAXIMUM DENSITY. Tl-IE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY C01v1PACTED TO 95% OF THE MAXIMUM DE~ISITY. IN UNPAVED AREAS AND OTHER AREAS ~JOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACl<FILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF TflE MAXIMU1v1 DENSITY. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE lvlODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STA TE OF WASHINGTON. A lvll~IIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH, OR AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNl~JG ROAD AGENCY. COMPACTIO~J OF LATERALS OR SERVICE LINE TRENCHES SHALL BE TESTED WHERE DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. TESTING OF CDF SHALL BE IN ACCORDAl,CE WITH ASTlv1 D4832. BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS ~JO MORE THAN 12-INCHES THICI< AND f~ECHANICALL Y COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTIO~I CA~JNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY WITH IMPORTED BANK RU~J GRAVEL. THE ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL. IN TRA~JSVERSE CUTS TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRE~JCH SHALL BE BACl<FILLED WITH CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED l~J 1-FOOT MAXIMUM LIFTS. AFTER BACl<FILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING AGENCY'S INSPECTOR U~JTIL REPLACED WITH A PERMANENT HOT MIX PATCH. ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY ENGINEER. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS 'NITH PUMPS OR OTHER METHODS APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM A~JD DRY. CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO ENGINEER FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO RELEASE. GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOlvl OF EXCAVATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVEl,TED AND NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED A~ID OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. CONTRACTOR SHALL AT ALL TIMES HAVE ON HA~JD SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORl<ING CONDITION FOR ALL ORDINARY EMERGENCIES, l~JCLUDl~IG POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID EQUIPMENT. CONTF/ACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVE~JT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS. CONTRACTOR SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL. AND PREVE~JT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING \YITH ALL PERMIT REQUIREl'1ENTS A~ID PROVISIONS FOR MONITORING A~JD MANAGING WATER DISCHARGED FROM THE EXCAVATION. 3. COVER OVER PIPELINES THE DEPTH OF COVER FOR WATER MAINS SHALL BE 36 INCHES FOR 8-INCH DIAMETER AND SMALLER MAINS AND 48-INCHES FOR MAINS OVER 8-INCHES IN DIAMETER UNLESS PROVIDED OTHERWISE O~J THE DRAVIIHGS. DEPTH OF COVER AT DITCH LINES SHALL MEET THE SAME REQUIREMENTS UNLESS PROVIDED OTHERWISE ON Tl IE DRAWINGS. EXCEPTIONS WILL BE ALLOWED ONLY WITH THE PRIOR APPROVAL OF THE DISTRICT. 4. CONNECTION TO EXISTING WATER SYSTErv1 THE CONTRACTOR SHALL ~IOTIFY THE DISTRICT'S FIELD REPRESEI ITA TIVE AND OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION AND MAl<E THE NECESSAR', ARRANGEMENTS VIITH THE DISTRICr'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING WATEF! lvlAIN. THE CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF THE WATER SYSTEM BEFORE, DURING OR /\FTER CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DISTRICT. THE CONTRACTOR SHALL FURNISH ALL MATERIAL. EQUIPMENT A,,D LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISll,ICT. THE 48 HOUR NOTICE REQUIREME,,rr SHALL NOT COUNT SA TUR DAYS, SUNDAYS, AND HOLIDAYS. WORI< SHALL NOT BE STARTED UNTIL ALL OF THE MATERIALS, E(lUIP~IE~JT A~ID LABOR NECESSARY TO PROPERLY COMPLETE 'NORK ARE ASSEMBLED ON THE SITE. ONCE WORK IS STARTED O~J A CON~JECTIO~J. IT SHALL PROCEED CO~JTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE U~ITIL THE COl·JNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CON~IECTIO~J TO AN EXISTll•IG WATER MAl~J. CONTRACTOR SHALL EXCAVATE THE WATER fAAl~J AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINATION OF TYPES OF FITTINGS TO BE USED. CONTRACTOR SHALL COORDINATE THE WORK WITH THE CONSTRUCTIO,,I REVIEW REPRESENTATIVE FOR THE DISTRICT. 5. SEPARATION OF UTILITIES Ml~JIMUM SEPARATIO~I BETWEEN WATER AND SEWER MAINS SHALL CONFORM TO SECTION Cl-9.1 OF THE CRITERIA FOR SEWAGE WORKS DESIGN AS PUBLISHED BY THE DEPARTME~IT OF ECOLOGY IN DECEMBER 1998. MINIMUM SEPARATIO~J BET 1NEE~J OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHIO~I. WATER MAINS SHALL PASS UNDER STORM SE 1NERS WHEN NECESSARY TO MAINTAIN THE lvll~IIMUM COVER REQUIREMENTS FOR WATER MAINS. THERE SHALL BE NOT LESS THAN A SIX-INCH CUSHION BETWEEN THE WATER MAINS AND THE STORM SEWERS. PUGET SOUND E~IERGY VAULTS, HAND HOLES AND LIGHT STANDAF,DS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY ¥/ATER MAINS, FIRE HYDRANTS, AND BLOW-OFF ASSE~IBLIES AND NO CLOSER THAN 5 FEET FROM ANY WATER SERVICES. DEVELOPER SHALL BE RESPO~JSIBLE FOR COOl,DINATION OF VAULTS, HAfJD HOLES, AND LIGHT STA~JDARDS WITH THE WATER MAINS, SERVICES, FIRE HYDRANTS, AND BLOW-OFF ASSEMBLIES. NO CO~JSTRUCTION SHALL START UNTIL THE DEVELOPER HAS FURNISHED THE E~IGINEER 1NITH A WORK SKETCH FROM PUGET SOU~JD ENERGY. 6. THRUST BLOCKING ALL FITTINGS SHALL BE BLOCKED WITH POURED CONCRETE AGAl~IST UNDISTURBED SOIL WITH SUFFICIENT CONCRETE AND 3/4-INCH A~JCHOR RODS, IF REQUIRED, TO RESIST THE RESULTANT FORCES. BLOCl<ING SHALL PROVIDE FOR REMOVAL OF A~IY CONNECTION TO THE FITTING WITHOUT DAfAAGE TO THE FITTING. \YHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING WILL BE REQlilRED AS DIRECTED BY THE E~JGINEER IN THE FIELD. \'/HEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEf1IPORARY BLOCKING SHALL BE l~JSTALLED TO PREVE~IT BLO\VOUTS. THRUST BLOCKING SHALL CONFORM TO Tl-Ile STANDARD DETAILS. 7. WATER WORKS TESTING TESTING OF LINES SHALL BE IN ACCORDANCE 'NITH SECTION 7-11.3(11) OF THE STANDARD SPECIFICATIO~JS. TEST PRESSURE SHALL BE THE EXISTl~JG SYSTEM LINE PRESSURE PLUS 150 PSI, BUT IN NO CASE SHALL THE TEST PRESSURE BE LESS THAI, 250 PSI. MAINS SHALL BE DISINFECTED PER SECTION 7-11.3(12) OF THE STANDARD SPECIFICATIONS. . CONTRACTOR SHALL CUBE AND FLUSH ALL NEW WATER MAINS \VI-IILE BEING OBSERVED BY DISTRICT AND THE RESIDENT PROJECT REPRESENTATIVE. DISTRICT SHALL FURNISH THE CUBES FOR THE CONTRACTOR WHO SHALL THEN BE RESPO~JSIBLE FOR CUBING THE ~JEW WATER MAINS. COl•ITRACTOR SHALL COORDINATE WITH DISTRICT AND THE RESIDE~IT PROJECT REPRESENTATIVE FOR THE LOCATIONS TO BE CUBED. AFTER THE CUBES HAVE BEE~J FLUSHED F'ROM THE SYSTEM, THE REST OF THE FLUSHl~JG, CHLORINATING, PRESSURE AND PURITY TESTS SHALL BE COMPLETED. DISTRICT SHALL BE RESPONSIBLE FOR COLLECTING Tl-IE SAMPLES AND OBTAINING THE BACTERIOLOGICAL TESTS. 8. REPAIR OF PIPELINE FAILURES BROKE~J OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED A~ID REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE. 9. JACf<ED CROSSING AT LOCATIONS SHO'NN O~I THE DRAWINGS, WATER MAIN CROSSl~JGS OF ARTERIAL STREETS SHALL BE MADE BY JACl<ll•IG, DRIVl~JG, OR AUGURING A STEEL CASING PIPE BEN EA TH THE SURFACE. ALIG~JMENT AND GRADE OF CASl~JGS FURNISHED SHALL BE SUCH THAT ~10 ADDITIO~IAL FITTINGS ARE ~JECESSARY TO fAAKE THE CONNECTIO~I. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE /\BANDO~IED BY FILLING Tl-IE CASING \YI TH MOIST SAND AND A l•JEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIRElv1ENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASll•JG PIPE SHALL BE SUFFICIENT TO ALLOW l~ISTALLATION OF THE WATER PIPE. 1NALL THICl<NESS SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS OF 1/4-INCH. AFTER THE WATER PIPE HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVE1v1ENT OF THE PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE USED l~J LIEU OF FILLING THE VOID BETWEEN THE WATER MAIN AND THE CASING WALL WITH SA~JD. 10. WATER SUPPLY VIA TER SUPPLY FOR FILLING, TESTING AND FLUSHING OF THE ~IE\V lvlAINS WILL BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM; HOWEVER, THE CONTRACTOR WILL BE BILLED BY THE DISTRICT FOR THE WATER USED AT THE CURRENT COMMERCIAL METER RATE. THE CONTRACTOR lvlAY PROVIDE HIS OWN METERING FACILITIES TO THE SATISFACTION OF THE DISTRICT OR ACCEPT THE QUANTITIES [STIMATED BY THE DISTRICT. 11. EXISTING UTILITIES EXISTING UTILITIES SHOWN ON THE DRAWl~IGS HAVE BEEN PLOTTED FROM THE BEST INFORlvlATIO~J AVAILABLE TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL E~IOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTIOH. THE CO,,ITRACTOR SHALL BE RESPONSIBLE FOR At,Y DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. THE DEVELOPER SHALL RELOCATE OR REPLACE ANY EXISTl~JG FIRE HYDRANTS LOCATED WITHIN 50 FEET OF THE DEVELOPMENT TO MEET DISTRICT'S REQUIREMENTS IF NEW CONSTRUCTION BY THE DEVELOPlvlE~JT CREATES A SAFETY HAZARD OR A NON-COMPLIANT CONDITION WITH DISTRICT STAl·JDARD SPECIFICATION REQUIREMENTS. 12. WARRANTY PERIOD THE DEVELOPER f.1AKING THE APPLICATION FOR A LINE EXTE~JSION, AND HIS CONTRACTOR, SHALL BE RESPONSIBLE FOR THE lv1ATERIALS A~ID FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. -------~-----'~-----------'----- ---- I ------~ r--!.. ~ 0. ~ --J ljJ CL S: > -> ~ Q ()Q V lt.J Ct: z u: 1--Q -Q VJ '<(Q Q:Q lu G<{ Q<( a 00 C: a :ea L -<J) <J) C: e 111111111 00 C: w I :c .c ~ 0 0:: 0 g:: 0::: I-z WO 0 I-_ -<( ex: if) si-z w ~~ I- X wo w w 0::: z -<( 0::: w ~ Os 0:::: U)w w I-QU) ~ 0~ U) BASE i\/AP I- :5 0.. ::i I 0 z <( if) . ~ a --J Le -,__ Cl_ "' () 1/J "' <'. L,j 0 0 - >-en 1/J > L,j ct ;;ti l:i a N ~ a a ~ a 0 a ,: a_ -' LJ N ·· --J -,__ 0 ~ ~ (JJ l: ),. if) z 0 -if) -> 0 0:::: 0.. z 0 -I- 0 ::i 0:::: I- if) z 0 0 S//EET 2 OF 5 ii '-------------------------------------------------------------------------·----------------------------------------------------------------..L:.D ... RA ... W""'l"'"NG;..... _____ __J --· ----~·--~ .. --------·----- I I I I I I I \ I I w :; z ".! C: <(J 0 0 N z 0 vi "' '!; w I (.) \\1 z ;; "' ,,., (/) ::, '° z a, ~ r-- w ,_ <( 0 (~ z I- f-- 0 ....I ---~----------·----------------------------------------------·---------------------------------------------------------..-~-----r~ MATERIALS 1. [JUCTILE IRON PIPE ALL DUCTILE IRON PIPES SHALL CONFORM TO SECTION 9-30.1 (I) OF THE STA~IDARD SPECIFICATIONS. PIPE SHALL 8E CLASS 52 CONFORMING TO LAYING CONDITION TYPE 2 UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND SHALL BE LINED WITH CEMENT MORTAR PER ANSI/AWWA C104/A21.4-95 A~ID SHALL BE SEAL COATED. JOINTS SHALL BE PUSH-ON TYPES WITH RUBBER GASKETS, WHICH FIT INTO ANNULAR GROOVES. JOl~ITS AT VALVES OR f'ITTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING REQUIREMENT. DUCTILE IRON PIPE MANUFACTURED AND DISTRIBUTED BY PACIFIC STATES CAST IRON PIPE COMPANY SHALL BE MANUFACTURED AFTER 1988. WHERE SHOWN ON THE DRAWINGS, RESTRAINED JOINTS FOR DUCTILE IRO~I PIPE SHALL BE U.S. PIPE FIELD LOCI< GASKET SYSTEM OR APPROVED EQUAL. 2. FITTINGS FITTINGS FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.2(1) OF THE STANDARD SPECIFICATIONS AND MAY BE FLANGED, MECHANICAL OR PUSH-ON AS REQUIRED OR SHOWN ON THE DRAWINGS. FLANGED FITTINGS SHALL CONFORM TO A CLASS 125 PRESSURE RA TING. MECHA~IICAL JOINTS FITTINGS SHALL BE RESTRAINED WITH MEGA-LUG RESTRAINING DEVICES OR APPROVED EQUAL. RESTRAINING DEVICES SHALL BE fAANUFACTURED OF HIGH STRENGTH DUCTILE IRON, ASTM A536, GRADE 65-45-12. BOLTS AND CONNECTING HARDWARE SHALL BE OF HIGH STRENGTH LOW ALLOY MATERIAL IN ACCORDANCE WITH ANSI/AWWA C111/A21.11. ALL RESTRAINING DEVICES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. NOTARIZED CERTIFICATION FROM THE MANUFACTURER OF THE RESTRAINT DEVICE SHALL BE PROVIDED WITil SUBMITTALS. THE EXTERIOR OF ALL DUCTILE IRON FITTINGS SHALL BE COATED WITH BITUMINOUS PAINT. 3. FIRE HYDRANTS HYDRANTS SHALL CONFOR~1 TO AWWA C-502, EXCEPT AS HEREIN MODIFIED. HYDRANT SHALL HAVE A MINIMUM OF 5 1/4-INCH MAIN VALVE OPENING WITH TWO 2 1/2-INCH HOSE CON~JECTIO~IS AND ONE 4 1/2-INCH PUMPER CONNECTION. ALL PORTS SHALL BE FURNISHED WITH NATIONAL STANDARD HOSE THREAD AND I 1/4-l~ICH OPERA TING NUTS THAT TURN COUNTERCLOCl<WISE TO OPEN. IN FIRE PROTECTION DISTRICT NO. 40, THE PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH STORTZ ADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS. A. STORTZ ADAPTER AND CAP TO BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARD COAT ANODIZED. B. THREADED PORTION TO HAVE TWO SET SCREWS 1 BO' APART AND NO LUGS. C. STORTZ FACE TO BE METAL WITH NO GASKETS TO WEATHER. D. STORTZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8-INCH COATED STAINLESS STEEL AIRCRAFT CABLE. E. CAP TO BE CONNECTED AND DISCONNECTED WITH STORTZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. HYDRANTS SHALL BE FURNISHED WITH A 6-INCH MECHANICAL JOINT OUTLET, T\VO 3/4-INCH DIAMETER TIE RODS, A 6-INCH AUXILIARY GATE VALVE WITH VALVE BOX, ANO A RISER TO SUIT TREl•ICH DEPTH AT EACH INSTALLATION. THE GATE VALVE SHALL BE FLANGED TO THE MAIN TEE. HYDRANT SHALL BE FURNISHED WITH A BREAK-OFF FLANGE ON THE BARREL AND A BREAK-OFF COUPLING FOR THE STEM. HYDRANTS SHALL CO~IFORfA TO (WATER) DISTRICT STANDARDS. ALL FIRE HYDRANTS SHALL BE M & H STYLE 929 RELIANT, ~1UELLER CENTURIOJ•I MODEL A-423, CLOW MEDALLION OR WATEROUS PACER NO. WB-67. NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLE LOCKED IN PLACE. ~1AINTAIN 3 FEET CLEARANCE BETWEEN HYDRANT AND PROPERTY OR EASEMENT Ll~IE. TYPE 1 BLUE REFLECTIVE MARKERS AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS SHALL BE INSTALLED AS REQUIRED BY THE GOVERNING ROAD AGENCY. FllsE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS l~I ACCORDA~JCE WITH THE REQUIREMENTS OF THE LOCAL FIRE PROTECTION DISTRICT. THE HYDRANT SHALL BE CLEANSED AND PRIME COATED WITH A HEAVY DUTY BfsUSH TYPE PRlfAER OR APPROVED EQUAL. ALL HYDRANTS SHALL BE PAINTED WHITE WITH TWO TOP COATS OF OIL RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL. THE DISTANCE FROM THE HYDRANT TO THE 6-lflCH GATE VALVE SHALL BE STENCILED ON THE HYDRANT WITH 2-INCH LETTERS. DURING THE CHLORINATING PROCESS FOR THE NEWLY LAID PIPE, ALL VALVES ASSOCIATED WITH THE FIRE HYDRANTS SHALL BE OPERATED WHILE THE PIPELINE IS FILLED WITH THE CH LORINA TING AGENT A~ID U~IDER NORMAL OPERA TING PRESSURE. 4. FIRE HYDRANT GUARD POSTS GUARD POSTS SHALL NOT BE INSTALLED WITH FIRE HYDRANT ASSE~1BLIES U~ILESS INDICATED OTHERWISE ON THE DRAWINGS OR REQUIRED BY DISTRICT. IF GUARD POSTS ARE REQUIRED BY DISTRICT, THEY SHALL BE MADE OF REINFORCED CONCRETE, B it,CHES IN DIAMETER, 6 FEET LOI-JG AND BURIED TO A MINIMUM DEPTH OF 3 FEET. GUARD POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BONNET FLANGE OF THE HYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH 2 COATS OF EXTERIOR CONCRETE PAINT, COLOR AS DESIGNATED BY THE DISTRICT. 5. GATE VALVES GATE VALVES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS WITH BRONZE-MOUNTED RESILIE~IT SEAT WEDGING DEVICES CONFORMING TO AWWA C509 & AWWA C515. VALVES SHALL BE COATED PER AWWA C550 WITH NON-RISING STEMS, OPEN COUNTERCLOCl<WISE, AND BE EQUIPPED WITH AN 0-Rl~IG STUFFl~IG BOX. VALVE E~ID CONNECTIONS MAY BE FLANGED, MECHANICAL JOINT OF< PUSH-01-J AS REQUIRED OR SHOWN ON THE DRAWINGS. ALL FLANGE FACES SHALL BE MACHINED ANO DRILLED TO STRADDLE THE VERTICAL CENTERLINE. VALVE STEM EXTENSIONS WITH PLATE WELDED TO OPERATl~IG NUT WILL BE REQUIRED WHERE OPERATING NUT IS MOf<E THAN 4 FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24 INCHES BELOW FINISH GRADE AND SHALL HAVE A 2-INCH SQUARE OPERATING NUT AND SELF CENTERl~IG ROCK PLATE SUPPORT. LOCli DOWN SETSCREWS SHALL NOT BE USED ON VALVE OPERA TING NUT EXTE~ISIONS. MANUFACTURER SHALL PROVIDE CATALOG DATA, NET WEIGHT, AND ASSElv1BLY DRAWINGS OF ALL VALVES TO BE PURCHASED AND INSTALLED AS WELL AS AN AFFIDAVIT OF COMPLIA~ICE. ALL VALVES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2: 1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. 6. VALVE BOX VALVE BOX SHALL BE CAST IRON SERIES 9408 AS lvlANUFACTURED BY OLYMPIC FOUNDRY OR ArJPROVED EQUAL WITH LID MARl<ED "WATER". ALL BOXES SHALL BE ADJUSTED TO lvlATCH THE FINISH GRADE AT THE VALVE LOCATION. ALL VALVE BOX COVERS SHALL BE PAINTED BLUE. ORIEl•IT THE VALVE BOXES SO THE "EARS" ARE SET THE SAME AS THE PIPE DIRECTION. PROVIDE 4 INCH THICK BY 2 FEET WIDE ASPHALT OR CONCRETE COLLAR AROUND VALVE BOX COVERS IN UNIMPROVED AREAS, LANDSCAPE AREAS AND EASElvlE~ITS. 7. VALVE MARKER POSTS VALVE tvlARKER POSTS SHALL BE FURNISHED A~ID INSTALLED WITH EACH VALVE UNLESS THE VALVE IS LOCATED IN THE PAVEMENT OR IN A I/AULT. NO MARKER POST IS REQUll,ED FOR VALVES LOCATED IN THE PAVEMENT OR IN A VAULT. MARKER POSTS SHALL BE CONCRETE WITH 4-INCH lvll~IIMUM SQUARE SECTION, 42-INCH LENGTH, AND SHALL BE REINFORCED WITH ONE 3/B" X 39" BAR OF REINFOflCII-JG STEEL. lv1ARKERS SHALL BE PLACED AT THE EDGE OF THE RIGHT-OF-WAY OPPOSITE THE VALVE OR AS DIRECTED BY THE ENGINEER WITH 18 INCHES OF THE POST EXPOSED ABOVE GRADE. THE EXPOSED PORTION SHALL BE PAINTED WITH TWO COATS OF ~/HITE EXTERIOR CONCRETE PAINT WITH THE SIZE OF THE VALVE AND THE DISTANCE IN FEET AND l~ICHES TO THE VALVE STENCILED WITH BLACK PAINT ON THE FACE OF THE POST USING A STE~ICIL THAT WILL PRODUCE LETTERS TWO l~ICHES HIGH. 8. WET TAPS TAPPl~IG SLEEVE SHALL BE JGM 412 STEEL OR ROMAC "SST" STAl~ILESS STEEL SLEEVES WITH FULL COVERAGE RUBBER GASl<ET, OR APPROVED EQUAL. VALVE SHALL BE A RESILIENT SEATED VALVE f1IADE FOR TAPPl~IG, U.S. PIPE METROSEAL 250 OR APPROVED EQUAL. REFER TO THE GATE VALVE DESCRIPTIO~I FOR ADDITIONAL DETAILS. SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS. 9. WATER SERVICES AND fvlETERS NEW SERVICE Ll~IES SHALL BE CLASS 200, HI-MOL OR APPROVED EQUAL A~JD SHALL CONFORM TO THE DRAWINGS, STANDARD DETAILS AND SECTIONS 9-30.6 AND 9-30.6(3)B 01' THE STANDARD SPECIFICATIONS. l~ISTALL PLASTIC- COATED 16-GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PLASTIC SERVICE PIPES. ATTACH BARE WIRE TO ANGLE AND CORPORATION STOPS. CONt-JECTIONS FROM PIPE TO ANGLE AND CORPORATION STOPS SHALL BE WITH COMPRESSION PACI< JOINTS. METER BOX SHALL BE AS CALLED OUT ON THE SERVICE DETAIL ON THE DRAWINGS. METER BOXES LOCATED IN DRIVEWAYS OR SIDEWALKS SHALL BE A TRAFFIC BEARING BOX AND COVER AS APPROVED BY THE DISTRICT. WATER SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN DEVELOPER, DISTRICT, AND OTHER UTILITY COMPANIES. PAINT SERVICE LOCATIONS ON CURB WITH BLUE 1°AINT. METER BOXES SHALL BE FURNISHED BY DEVELOPER/CONTRACTOR AND INSTALLED BY CONTRACTOR. IF METER BOXES ARE LOCATED IN DRIVEWAYS OR SIDEWALKS, TRAFFIC BOX AND COVER MUST BE APPROVED BY THE DISTRICT AND FURNISHED BY THE CO~ITRACTOf,. TOUCH READ METERS A~ID LIDS SHALL BE PROVIDED O~J ALL PLATS AND LOTS. WATER SERVICE SHALL BE LOCATED ~10 CLOSER THAN 5 FEET FROfA POWER VAULTS, HAND HOLES AND LIGHT STANDARDS. ALL SERVICE LINES SHALL BE ONE-INCH Ml~lllvlUM, AND SHALL BE CONTl~IUOUS A~ID UNSPUCED FROM CORPORATIO~I STOP TO METER AND SHALL HAVE 6 INCHES or SAND BEDDING SURROUNDIIJG THE SERVICE LINE. EXPANSION LOOPS ARE TO BE HELD AS FLAT AS POSSIBLE WI TH NO REVERSE GR/,DE. 'NATER MAl~I SERVICE SADDLE AtlD CORPORATION STOP WITH COMPRESSION ADAPTEI': SHALL BE LOCATED AT APPROXIMATELY 10' ABOVE SPRING LINE PER THE STANDARD DETAIL SHOW~I ON THE DRAWll,GS. THE CONTRACTOR SHALL NOT BACl<FILL ANY SERVICE Ll~IES UI ITIL ALL BRASS FITTINGS ASSOCIATED WITH THAT SERVICE Ll~IE HAVE BEEN INSPECTED ANO ACCEPTED BY THE lllSTRICT. EXISTING WATER SERVICES WHICH NEED TO BE ABANDO~IED SHALL BE DISCONNECTED AT THE WATER MAl~I CORPORATIO~J STOP. THE CONTRACTOR SHALL COORDl~IATE WI rll THE DISTRICT'S REPRESENTATIVE AS REQUIRED. 10. lfvlPORTED GRAVEL MATERIAL PIPE BEDDl~IG SHALL CONFORM TO SECTIO~I 9-03.15 OF THE STA~IDARD SPECIFICATIONS. FOU~IDA TION GRAVEL SHALL CO~IFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. BA~IKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THE STANDARD SPECIFICA TIO~IS, EXCEPT AT TRANSVERSE CUTS TO THE ROAD ALIG~IMENT OR AT UTILITY CROSSl~IGS, WHICH SHALL BE BACKFILLED 1NITH CRUSHED GRAVEL SURFACl~IG. CONTRACTOR SHALL BE RESPONSIBLE FOR RE~101/ING AND DISPOSl~JG OF A~IY EXCESS EXCAVATED SOIL ~1ATERIAL AT AN APPROVED DISPOSAL SITE. 11. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORfA TU THE REQUlrsElvlENTS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICA TIO~IS. 12. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING A~ID OVERLAY SHALL CONFORM TO SECTION 5-04.2 A~ID 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS B GRADING REQUIREMENTS. SURFACE RESTORATION 1. OFFSITE SURFACE RESTORATION ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTIO~I. ALL TREES, SHRUBS AND OR OTHER IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY CONTRACTOR UNLESS NOTED OTHER\VISE ON THE DRAWINGS OR ll•J THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE SA Tl SF ACTION OF THE DISTRICT, PROPERTY O\V~IER, OR GOVER~IING ROAD AGENCY. PRECO~ISTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY THE EXISTl~JG SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REfv10VED TO A MINIMUM DEPTH OF 6 INCHES BEL0 1N ORIGINAL STREET GRADE TO PROVIDE FOR PLACEfAE~IT OF THE NEW SUBGRADE AND PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF I 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICl<l,ESS OF 2 1 /2 INCHES, FOLLOWED BY 5/B-l~ICH MINUS CRUSHED SURF ACll,JG TOP COURSE PLACED TO A COMPACTED THICKNESS OF 1 1 /2 INCHES. CL,~SS B ASPHALT CO~JCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICl<NESS TO MATCH EXISTING PAVEfAENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDEF, IS SERIOUSLY DISTURBED, OR AT THE ENGINEER'S DISCRETION. RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINlfAUlv1 OF 1 1 /2 11-JCHES OF CRUSHED SURFACING TOP COURSE AND 2 1 /2 INCHES OF CRUSHED SURFACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE WITH A CUTTING DISC OR SltvllLAR APPROVED TOOL PRIOR TO EXCAVATION. FOLLOWING PROPER BACl<FILL AND COMPACTIO~I OF THE TRENCH, THE EDGES OF THE SURFACING SHALL BE RETRIMtvlED 6 INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A I 1/4-INCH MINUS CRUSHED SURFACl~IG BASE COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4 1/2 INCHES, FOLLOWED BY 5/B-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. CLASS B ASPHALT CO~ICRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICl<NESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCH SHALL HAVE A MINIMUtv1 THICl<NESS OF 2 INCHES AND A MAXIMUM THICKt•JESS OF 4 INCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1 1/2 INCHES COMPACTED CLASS B ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE-LEVELED AS DETERMINED BY THE RESIDENT PROJECT REPRESENTATIVE OR ENGINEER. ~JO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG LINE OR. IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTlt,G CENTERLINE OF THE ROAD. EIIGINEER RESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHER~/ISE BY THE E~IGINEER OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. CONTRACTOR SHALL REPLACE EXISTING STRIPING A~ID PAVEMENT MARKINGS AS REQUIRED BY THE ROAD AGENCY WITH JURISDICTION. CO~ITRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURl~IG CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY ANO THE E~IGINEER UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT HOT MIX ASPHALT PATCH SHALL BE PLACED AND SEALED WITH A PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CONCRETE PAVEME~IT SHALL BE RESTORED CONSISTENT WITH SECTION 6-02 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN B-SACK MIX, USIIJG EITHER TYPE II OR TYPE Ill CEMENT WITHIN 30 CALENDAR DAYS. 4. CURBS, GUTTERS, AND SIDEWALKS EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE CONTRACTOR'S USE AND ACTIVITY. SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT, THE ROAD AGENCY WITH JURISDICTIOl•I, AND TO ITS ORIGINAL CONDITION OR BETTER. 5. NON-PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY CULTIVATED LAWNS SHALL BE Rl:STORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL ~IOT BE ALLOWED WITHOUT PRIOR APPROVAL OF Pl<OPERTY OWNER, DISTRICT, AND ENGINEER. UNCULTIVATED LAW~IS, PASTURE AND VACANT LAND SHALL BE RESTOf<ED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIRElvfENTS. SEED MIX: 40% PERENNIAL RY[GRASS 10% WHlll CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. FERTILIZER: COMfAERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE A~ID POTASH APPLIED AT RATE OF 45D POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE ALL UTILITY COVERS WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS SHALL BE TEMPORARILY PLACED AT SUB-GRADE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY SAW-CUTTING OR NEAT-Lll•IE JACK- HAMMERING OF THE PAVEMENT AROUND LIDS /1ND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER. CONTRACTOR SHALL THEN REMOVE BASE MA TERI AL, SURFACING COURSE, AND FRAME; ADD RAISING BRICl<S; AND REPLACE FRAME AND COVER TO FINISH GRADE. FILL AND lvlECHANICALL Y COMPACT AROUND THE STRUCTUf<E AND FRAME WITH CRUSHED SURFACING MATEf<IAL OR ATB, OF< POUR A 5-INCH MINIMUM THICl<NESS OF CONCRETE CLASS 3000 TO WITHIN 2 INCHES OF THE SURFACE. FILL THE REMAINING 2 INCHES WITH ASPHALT CONCRETE CLASS B HOT MIX, COMPACTED AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE. FINAL ADJUSTME~IT OF ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF Fl~IAL PAVING. 7. FINAL CLEANUP THE DEVELOPER/CONTRACTOR SHALL CLEA~IUP ALL ADJACENT AREAS IN COlvlPLIA~ICE WITH SECTION 1-04.11 OF THE STANDARD SPECIFICA TIUNS. STREETS AND ROADWAYS SHALL BE CLEANED A~ID SWEPT BOTH DURING AND AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF THE WATER MAIN. IN LIMITED AREAS SEEDING AND MULCHING BY HA~ID, USING APPROVED METHODS, WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTl~IG, NETTING, OR ROCK LIHING TO CO~ITROL EROSION. ANY SILTING OF DOWNSTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS FROM THE WATER MAIN l~ISTALLA TION SHALL BE CLEANED OUT AND THE WORI< SITE RESTORED TO A STABLE CO~IDITIO~J AS PART OF SITE CLEANUP. 8. TRAFFIC CONTROL THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BAF,f11CADES, SIGNS, AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE AND SHOULD BE REMOVED AT THE END OF EACH WORl<DA Y IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE DEVELOPER OR CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. TIIE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLA~I. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. - - ~ ¥ [ll l 0 -, -f-a_ -a: (J ~) V) " tu 0 Cl }- m "<I" (') r- 0 0 • "' -), l,J a: i ~ j -! ~ N (/) D. ,... 0 ~ (.) ~ 0 ~ :J.-'; l,J [l <{ > -> 0 (J 0 "' a: " O'. I-Q -Q <{ Q II'. Q a" [l <{ u g _J ~ _J w z -" :, (/) C: " L .l: (]) 5 C "' -~ ~ L 0 <1l 0 "' 0... N co " 0 I -"' ;:; l,J Cl C, ... 0 0 "' "' C: .9 00 ~ "' :::I= .,, "l "' ;: "' (0 " "'! :, "' it N ... " ~ ru C wamu. ·- L (]) (]) Li&&U ·-C -- 00 C w --·- I ..c -0 0::: rx'. I-z WU 0 I-_ -<( Ct'.'. U) s1-z w ~~ I- X wO w w 0::: z -rx'. w <( 2 Us 0::: if) w w 0 if) I- ~ 0~ if) BASE MAP a '" 0 " 0 " l,J Q) J: 0 0 --, " 0 Q) "' ~ a ~ .J "' "-(0 co f-"° <)! tl 0 0 " Q t,j u_ " Q] Q .J "-. "' l,J 0 0 Q >: Q .. uJ N .. .J -f- ~ ~ ~ z 0 -I- ~ 0 I- U) I-LIJ ~ 0::: w 0... 0 :::> <( I u.. 0::: 0 z :::> <( U) U) ~ U) _J <( -0::: w ~ 2 SHEET 3 OF 5 DRAWING [}_ 1--------------------------------------------------------------------------------·----------------------------------------------------------"---------'"" -.~. (;) ..J ~ <JC f-w "' I "' I (;) > 0 °' Q. I .,. (') " ru -/ (;) l'.J ::, "' / z l'.J ~ (;) w "' / .. (0 r-- 0 0 / (\J -0 0 / w 2 <( z ='.] C: "' D 0 <V z 0 VJ (l'. ~, > w :r: u w ::, z <JC > O'.'. w VJ ::; 0 z f- f- 0 ~ ' ~/;AFTER PRESSURE & PURITY TEST " ACCEPTANCE CUT & CAP EX. 8" AC WM EX.8".,1c w;,1 I/ TO EAST & ABA~IDON IN PLACE BY /(TO RE'1AIII COMPLETELY FILLING WITH CDF PER . 111 SERVICE) EX.8"AC WM (TO REMAll·l II'! SERVICE) I/ / DISTRICT REQUIREMENTS \ 1 / PROPOSED ~V SIDEWALK \ \_;J &-..;.-~~1-;;~======-== -·==~~=~·=~~~====J-·-,c=---.-~---.,L, E--r--~ ----J~" S"AC ---u"'SJ, --Tx ~;C 1Vfl -t:-_, -~ ----<1 l)-__::;..~-..... /'_ -,'.iJ:i.l z -, 1 ' ------EX ViV'S' ( TO BE 1 ~ \ To sE PRop 0 ------__ As A1 Joor 1-::0) , ,, As,,,,001,1ED) 1 SEO s roRMI--_ \ "' PIPE -~----0~ I \_ 8 iJ 36'-s"oi ~ N w .. 11'i'111,1---t--_;..;_,;;..;;,;+--------';ru8:ll'.JE E 8 DI WM w /~I ~,'1\>--~~~ -------,"---,----~ CL SE 18,rfH ST. I 1-4" TEMP. 80 ASSY. FOR "' I TESTING & FLUSHING r'c I (REMOVE AFTER ~ I ACCEPTANCE BY DISTRICT) d J~ AFTER PRESSURE & PURITY TEST ACCEPTANCE & MAIN FLUSHING, CONNECT TO EX.8"AC WM W/ 1-8" MJ SLEEVE 2-8"01 SPOOL, LF AS REQ'D. 1-8"90' BEND, MJxMJ l-8"x8"TEE, FLxFL 1-8"GV, FLxMJ 1-8" ADAPT., FLxMJ 1-S"BLIND FLANGE (TO EAST) ~-EX.8''AC WM (TO REf,L'\11·1 II I SER·1ICE) L__-AFTER PRESSURE & PURITY TEST ACCEPTANCE & MAIN FLUSHING, CUT-IN & CON~IECT TO EX. S"AC W/ 1-8"x8"TEE, FLxFL 2-S"GV, FLxMJ 1-8" ADAPT., FLxMJ 2-8"D1 SPOOL. LF AS REQ'D. 2-8" MJ SLEEVE & CONNECTION DETAIL 1 N .. T.S. AFTER PRESSURE & PURITY TEST- ACCEPTANCE CUT & CAP EX. S"AC WM TO WEST & ABA~IDO~I IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS -AFTER PRESSURE & PURITY TEST ACCEPTANCE & MAIN FLUSHING, CONNECT TO EX.8"AC WM W/ 1-8" MJ SLEEVE 2-8"D1 SPOOL, LF AS REQ'D. 1-8"90' BE~ID, MJxMJ l-8"x8"TEE, FLxFL Ex. 2-8"GV, FLxMJ ~1 1-8"BLIND FLANGE (TO EAST) )-,"'......_____NOTE: REMOVE EX. FH AND I SALVAGE TO THE DISTRICT _ -~B~C_::\) ___ -:3 l EX 8 AC 1/vl,1 ----------- --.~--~-=.--::..-::... iJlUiil PA VE MEN T NEW 8"01 WM --.. --~ -------------EX. EOGE OF P\/t,IT. ----·----------- PROP. s·• SAN. SlNR. ---------------------- 1-4" TEMP. BO ASSY. FOR TESTING- & FLUSHING (REMOVE AFTER ACCEPTANCE BY DISTRICl)1 ·----. /// II/ EX. EDGE OF "pvu er.~~------ & CONNECTION DETAIL 2 N.T.S. HORIZONTAL BEND TEE VERTICAL BEND LSLANI< PLUG PLUGGED END FOR FUTURE EXPANSION VALVE ANCHOR OFFSET 2·-l"BARS ALTERNATE VERTICAL BEND I.IOIES: PLUGGED TEE PLUGGED CROSS PLUGGED CROSS ------------------···------- 1. ALL Cot·JCRETE FOR BLOCKING FIVE (5) SACK MIX. SI IALL BE 2. ALL BLOCKING SHALL BE POURED AGAINST FIRl,I, UHOISTURBED EARTH. CD CONCRETE BLOCKING DETAIL 1 N~ LJQIE;_ METER BOX SUPPLIED BY OWMER/CON lRAC roR, METER BOX SHALL BE MID-STATES PLASTIC HOPE MO. 111812BXL WI TH 0.1. TOUCHREAD LIO FDR 5/B"x 3/4'' METERS OR MID-STA"IES PLASTIC HDPE METER BOX NO. 8CFJ324128 WI 111 D.t. TOUCHREAD UD FOR I" METERS OR AS APPROVED BY DIS fRICT. (SEE DWGS. 17 & 18) MEIER LOCATION W/ t~7 SIDEWALK \ IElER LOCATION W/ SIDEWALK I' BEHIND CURB (IYP.)--~/ -----1' BEIIIND SIDEWALK (TYP.) OR AS DIRECIEO BY DIST. ' • ' OR AS DIRECTED BY DIST. ! /, f ------1 \ . I "'"'=' . . J-, r -- ANGLE CURB STOP, LOCKWltlG CLASS 200, HI-MOL !"PLASTIC WATERMAIH SERV1CE SADDLE AND PIPE, AS APPROVED BY SCWSD. CORPORATlotl STOP (SEE CONNECTION EXPANSION LOOPS MUST BE DEfAIL DRAWING NUS. 15 & 20). HELO FLAT AS POSSIBLE. ROADWAY WITH CURB AND GUTTER AND/OR SIDEWALK I NOTE; METER sox suPPUEo BY oWNER/coN mACTOR, I w ~ I METER BOX SHALL BE MIO-Sf ATES PI_ASTIC z __J HOPE MO. 111812BXL WITH 0.1. TOUCHREAD LID l:J E FOR 5/8"X 3/1" METERS OR MID-STATES ~:,;'-' t:J PLASTIC HDPE METER BOX NO. 8CF1324128 .... 5 Vl!TH D.I. TOUCHREAD LID FOR 1" METERS OR u: AS APPROVED BY DISTRICT. (SEE DWGS. 17 o.. & 18) I I I 24''(TYP) --~J:--. ,,,(' ~ 36" MIN ' -It-I ~,,. ~',"' ""~F-· =========i==s~as,,;;;, ... ,;;;,wa;=;===="'==r-~; -c --' -... ' I -------------I ___ 8" MIN -[ ------r-~[ 10" MAX. 36" M:N J f 1 3' MIN COVER ~ AITGLE CURB STOP, LOCKWING CLASS 200, HI-MOL !"PLASTIC PIPE, AS APPRO\ED BY SCWSD. EXPAMSIOM LOOPS MUSI BE HELO FLAT AS POSSIBLE. l___ WATERl,1AIN SERVICE SADDLE AND CORPORATIGrl SIOP (SEE CONNECIION DETAIL DR1W1IMG NOS. 15 & 20). ROADWAY WITH DrrcHES TYPICAL ROADWAY SECl-lONS / w · FOR RESIDENl-lAL SUBDIVISIONS 2 NTS ' , 1---------------,-------------------·t-----------------------------------t:--__ ·---------------------------------t---------------------------··---------i _.,,.-PROPERTY LINE OR V ESMT. LINE I ', /SEE NOTES* 18" ___ \',~ ". ". '~· '[' -~ ' ' ""'--"" i ' ---",' ; • ' -·---<.,' ' ' ,. 6" HUCK CONC.J PAD =-ia :, ,;:.:~,·%'. '-.~- F I RE HYDRAM r IN cur FIRE HYDRANT IN FILL FIRE HYDRANT LOCATION IN CUT OR FILL ' "' --~ -- 6" n~;K CONC. J PAO FIRE HYDRANT PLAN VIEW HYDRANT RUN: --=----·------ 1. LENGTH ESTA8l1SHF.D ON JOB. APPROVED BY rnGlflErn. A. USE 6" Of PIPE, FLANGED, (SHORT RUNS ONLY), B. OR 6" DI PIPE, MJ WllH 2 3/4" STEEL TlE ROOS V¥1H! ONE HEAVY COAr OF COAL TAR PRESERVATIVE ON TIE ROOS, tJUTS & BOLTS AFTER lt!STAl.LATION OR MEGI\LUGS. HYDRANT: ------------------'' ' ---·- !, SHALL BE CLEANSED &: PRIME COATED WlTH HEA'/Y DIJTi BRUSH TYPE OR APPROVED EQUAL. ALL HYIJRPJITS SHALL BE PAINTED \!1l11TE. TWO TOP COATS SHAI_L BE OIL RESISTAtn ENAMEL, 8RUSH TYPE OR APPROVrn EQUAL. 2. STENCIL ON FACE OF HYDRNH BARREL li1TH 2• BLACK LETTERS, THE DISTAtJCE FRO~! HYDRANT TO GI/. IN FEET. J. SURFACE TO BE Gr1ADED UNIFOR.~L Y AROUND HYDr1NH. (18" RADIUS). SLOPE AWAY w/ BRUSH FINISH. 1. ltlSTALl S llf~SONllE MODEL ll8-A/BLUE REFLECTIVE PAVEMENT MARl<ER, OR EQUAL, ON HYDRANT SIDE Of THE CEtHER LINE Cf THE ADJACENT STP.EEf IN DIRECT UtlE \!11TH THE HYDRANT. * NOlE: 1. ROCKERY TiPE REfAltmlG WALL TO BE PRQ\,10ED \'1HERE fiECESSARY IN CUT OR FILL AREAS. 2. NO GUARD POS rs. 18' ,;·1 9' VERTICAL~ ( 1 1---~--V l/4 " RAKE--~ . 'lt -. ,:-SIDEWALK CENTrnlltJE OF ROLLED CURB -16'-24" CAST IRON VALVE BOX W/ LID MARKED "WATER" SERIES 9406 OR AS APPROVED BY DISTRICT 6" lHICI< COIIC.-I ': "[~ \ PAO =--\ ...l... M 5· ~1Ax.~· 111 T··.·-~1::;-"''1_,g",---- 3·· ~mt · · FILTER FABRIC-, (ALL AROUND) 1-· VARIABLE IOro· GATE VALVE Ill CL 52 ~" D.I. Pl?E r1Jl[:in '"1/i . ;--· . "u " ;~···':.··~~ -\~\_-, i i~:3~\1\/ '--1/2 YAHD 1 1/4" WASHED ROCK 4"x a·xt6" Mlti CONCRETE BEARING BLOCK FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY-ROLLED CURB NTS FIRE HYDRANT IN CUT -i< SEE NOTES\ FIRE HYDRANT LOCATION IN CUT OR FILL ' I!:!" 6" [HICK COtlC.J P/1.D .E...lfil HYDRANT PLAN VIEW HYDRANT RUN: 1. LENGTH ESTABLISHED OM JOB, APPRO'lf:D BY ENGINEER, A. USE 6" DI PIPE. FLANGED, (SHORT RUNS mJLY), 8. OR 6" DI PIPE, MJ WITH 2 3/4" S[EEL TIE R6os 111TH O~JE IIEt\VY COAT OF COAL TAR PRESERVATIVE ON TIF. RODS, MUfS & BOLTS AFTER l~JSTALLATION OR f,1EGALUGS. HYDRANT: 1. SHALL BE CLEANSED & PRlf~E COATED WITH HEAVY DUTY BRUSH TYPE OR A.PPROVEO EQUAL ALL HYDRNHS SllALL BE PAltHED Y,rnrE. TWO rop COAfS SHALL BE OIL RESISTANT ENAMEL, BRUSH TTPE OR APPROVED EQUAL 2. STENCIL CN FACE OF HYDRANT 8ARREL \!,11H 2" BLACK LETIEfiS, THE DISTANCE FROM HYDRANT TO GV. IN FEET. 3. SURFACE TO BE GRADED UNIFORMLY AROUND HYDRANT. (18" RADIUS). SLOPE AWAY w/ 8RUSH FINISH. 4. ltSSTALL STIUSOt/lTE MODEL 88-A/BLUE REFLECTIVE PAVEMENT MARKER, OR EQUAL, ON HYDRANT SIDE OF TIIE CEN.IER UrlE CF lHE ADJACUlT STREET IN DIRECT LINE 'MTd THE HTCRANT. * NOIE: 1. RCCKERY TYPE RETAlf!IISG WALL TO BE PROV1DED WHERE NECESSARY ltl CUT OR FILL AREAS. 2. fJO GUARD POSTS. \8" l (FACE OF VERTICAL CURB ITT nP.: 6' ro 9· VERTICAL-~ (f)~1 l,lll·J.: 3'-0" ,-18"-24" CAST IRON 1/4" RAKE-...._ ~ I ]_ VALVE BOX W/ LID --.._ :--.1 MARKED "WA !ER' r;i'' THICK CONG.--...._ ._ll (0 ~ /SIDEWALK SERIES 9408 OR AS PAD =-\ I .Ed!~~ ~ I APPROVED BY DISTRICT ~"'"'-t .. -··I . ·• . . I . ·, . ... 6" f.lAX.___J ·_, .2·1 3" f.lltl. \/2 YARD 1 1/4" WASHED ROCK FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY-VERTICAL CURB NTS 8" ADAPT. (FL X MJ) "" 8" x 4" TEE (FL x FL) ~ s::i --1 f_ --3 /,,,--=,-,,, 'I i ' ~=E.~v~ .• / I F", I ..,_ --------. • •· I • \ \ '",... _ .... r MAI.IIIOLE RING & COVER,-;·~-II • BLD. FLG./ OLYMPIC FOUelDARY NO. f,IH30AO/T MARKED "WA [ER" w/ 4" CONCRETE GRADE Rlt'1G . ' PLACE Bf~ICKS BETWEEN HIRUST BLOCK & BLD. FLG. --~--~--~ PLAN ~ THRUST BLOCK (SEE DETAIL) * NOTE: ALTERNATIVE (TYP) 8"x 4" TEE (r,J X IIJ) W/PUJG, SUBJECT TO FUTURE EXTENSION & GATE VALVE. CURB ~ 4" SCH.120 PVC PLUG 3'-o" Ci -THREADED FLG ~~T:"'~ ~ft'.:.,:1~=1 ~1' ; .·.: .·".· ~. < •••• , • • • ~~. _.. -... ~. ------ /2,L frt:cc:::::::=; ,, /.:;:;..-:·· ~~~Y-:~V2~\:;/:;?»\ --L. --~]~~J :> \\:\ '<'.~~yj§<'sY%}j:j::,.'f>-;~ --------,.~ ~ !8"-24" CASf IRON ~ -~ VALVE BOX W/ LID ,:< \ MARl<ED "WAIER" ~ j SERIES 9408 OR AS ,; 4 .. ADAPf?R ?L x IIJ)--~-r<-_1_8_-_2_4_"_-; ,-rJ/~-:PROVED BY DISTRIC_:_ -~ 4 RloER D 1.P. --'ca' "f~'liof!:t() J 4" 90' BEND (MJ x t.lJ)------------.. -~ 0 \!o _; 0 ,i" DI p_ ~ -8"x 4" TEE (FL x FL) SIIACKEL RODS 4" G.V. (FL x MJ) OR MEGALUGS ELEVATION NOTES: --·~~------------·-·------------------- 1. LOCAIE BLOW-OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISlRICf. 2. THE GROUt·ID WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY. 3. SHACl<EL RODS TWO EA .. 3/4" GALV. STEEL TIE RODS WITH ONE HEAVY COAT OF COAL TAR PRESERVATIVE Ofl TIE RODS, NUTS AtlD BOLTS AFTER INSTALLATION OR ,\1EGALUGS. 4. COVER ON BOX .~UST BE LOCl<ltlG TYPE. 5. NO IIARl<ING POST NEEDED. 4" BLOWOFF ASSEMBLY FOR &00 8" AND LARGER MAINS-IN PAVING Q_Q7 NTS C A DI PIPE _,,.../ PLAN I ' I k- ELEVATION '----THRUST BLOCK (SEE DETAIL) (TYP) ffi > ' 0 <O u "' Pi',ST NO PART DESCRIPTION BLOW OFF SIZE ·~·-4" 6" 8" t-----t-----------------A B C D E F Cl D.I. TEE (FL x MJ) BRANCH SIZE • G. V. (FL x FL) 90' BEND (FL x MJ) RISER D.I.P. , LENGTH AS REQ'O IIJ CAP W/ MEGALUGS TAPPED FOR 4" IPT (3" IPT FOR 4" BLOW OFF) PLASTIC PLUG 4" 4" ,J'' 4" 4" , .. 4" 6" 6" 6" 6" 5" 4" 6" B" s" 8" 8" 8" 4" 8" BUtlD FLANGE (AFTER FLUSHltlG, REMOVE GA fE VALVE & RISER) H Ml,ltl SIZE -i--BLIND FLANGE t---==-==~cc=~===~=-:--:-==-cc== --------·---·---~------1 ' TEE SIZE SAME AS WATER MAIN UNLESS OTHcRWISE INDICATED. ALTERNATIVELY 0.1. TEE (MJ x MJ) WITII PLUG, SUBJECT TO FUTURE EXfENSION & GATE VALVE. Li", 6" OR 8" 1·EMP. (ii(\ BLOWOFF ASS EMBLY ~ NTS 0 _J _J (!) C ro ll. 00 C L,. (j) (j) C 00 C w I .c 0 o::'. 8 (0 "' BASE MAP (0 0 ~ 0. 0 iiilk I mas:. ·-:c ..c .., 0 g:: z 0 if) z w ~ w z -<( 2 D:'.'. w i g ~ ~ c,; ~ ~ °' WO "-- §! '<I <( ITT V) • z .. :'i V, 0. ~ z >. ~ 0 w w - "' 0 f-a_ "' "' -w le! (JD'. [L <( (/J g 3: ~ 6 ~ ~ a - 0 V) (/J "'0 > it le! uJ <( Cl'. >O w Q. °' ::, r-- 0 I -,0 I 0 - " co a -' le >-co ~ 1----1 IL " co a -' Le (/J uJ O " q ,: Q -. li.J N .. __J -f-- ~ § ~ ~ if) ....I -~ 0.. ::J I 0 z <( if) w 0 D:'.'. w i Sf/EET 4 OF 5 DRAWi NG "-1... _____________________________________ ,_ _____________________________________ .... ________________________________________ ._ ____________________________________ -Ji....----------1 V) _J ~ "1: f--w A I ,n I V) > D 0: Q_ I " "' r--ru rl / v) CJ :, A / z t'J ~ (,) w A / " (') " 0 0 / OJ •• 0 0 / w ;l z l(J 0 0 OJ z 0 l/l (l'. ~ w I u w :, z "1: > (l'. Lu V, ::, ~ <( 0 ('.) z 1-- 1-- 4"-- GV 10' ' CD I I , _ __,_ --1 5" 1~-- FRONT VALVE MARl(ER POST VALVE MARKER POST WILL BE REQUIRED UNLESS VALVE IS IN PAVEMENT AND TOP OF VALVE BOX IS AT FINIS! IED GRADE. J' ~LEAR __ /-'IWTECTIVE PAD PLAN /---~, -----4'' -H ~ I -L '-/ 80 1 o' ~~y)»:: «"</.'</ :;,;";;;,;v; " I'~'(/,('\.:,' ' "' 4" ---- (,) - FRONT BLOW-OFF ASSElvlBL Y MARl(ER POST BLOW-OFF MARl<ER POST 'NILL BE REQUIRED UNLESS BLOW-OFF IS IN PAVEMENT. EDGE OF PAVEMENT 2"CLASS "8" ASPIJALTIC Corle. MATCH EXISTING GR7DE 1 I' CLEAR - -·r'"''~,,,,,:::;,;;:""'· PROTECTIVE PAD 18"-24" CAST IRON VAL VE BOX W/ LIO MARKED "WATER'' ' SERIES 9408 OR AS 1 [) APPROVED BY DISTRICT [f- 5 SECTIO~ VALVE BOX PROTECTIVE PAD NOlE: MARKER POSf PAINTED WITH 2 COATS OF WHITE PAINT, LETTERS SHALL BE 2" HIGH AND STENCILED IM BLACI< PAINT. MARKER POST SHALL BE LOCATED 10 Ff. (MIN.) AWAY FROM EDGE OF ROAD WAY. VALVE BOX PROTECTION I\ @ PAD AND MAR~<ER POST L'__\ 13 NTS NEW 1" HI-MOL PIPE, CL 200 TO WA rER MAIN /, PLASTIC\ - ,--EXISTING llETER ' r __ L ____ , I TO HOUSE c--------------, :( Q== -----3 -- ~ :X~TING SERVICE E PIPE TO BEJ EXISTING SERVIC REMOVED (MIN, NEW METER BOX 2' OUTSIDE ) AFTER ,, -- I I L _____ _J -!., TRANSFER OF SERVICE _/ PROVIDE NEW l.fETER BOX (SEE NOTE 2) PLAN VIEW NOTES, 1. BRING NEW WATER SERVICE INTO METER BOX AND INSTALL NEW ANGLE STOP, ETC. TO MATCH VERTICAL AND HORIZO/JTAL ALIGNMENT WITH EXISTING FITTINGS FOR METER RECONNECTION UPOfl APPROVAL BY OWNER. 2. J/4" METER SIZE, HDPE MEfER BOX NO. BCF111812BXL w/ DI TOUCHREAD LID NO. 8CF11 l8M,1R/TR I" METER SIZE, HOPE METER BOX NO. BCF132412B w/ DI fOUCHREAO LID NO, BCF1324Al,IR/TR (METER BOX NUMBERS ARE THOSE OF MID-STATES PLASTIC, INC. METER BOX COMPAf\lY. USE MID-STATES PLASTIC BOXES UNLESS OTHERWISE APPROVED BY DIS"fRICT. SEE OWGS. 17 & 18.) r;z;z:zz;y;;y:;£z;nzz;;;~~v':'.<5.;.~);>,Y -------------'/" '" • "' -----. <%/: · X .... W ....J • ·" 1 "M/N -2"MAX. FROM INSIDE---• FRONT WALL OF METER BOX (TYP/CAL FOR ALL SERVICES) ~~~u"" .. > ::i: ~ :,_ 5 (::2 •-,r:51c if' __:::.-3/4" ANGLE STOP w/Locl< WING, FORD l]-S ~ ;::, "' E : , "".----NO. KV 63-342W OR MUELLER H-14259 COMPRESSION PACK JOIN r ADAPTER---lil-e _={_ _ ___ _isSJ MUST BE CAPABLE OF RECEIVING I 3/4" OR 1"ANGLE STOP WITH J NOTE: I DO NOT BACKFILL UNTIL ALL BRASS NO ADDITIONAL FITTINGS. A l•IEW 1'' Ht-MOL PLAST/C PIPE, CL 200 \_ FITTINGS HAVE BEEN INSPECTED BY THE DIS fRICT. EX/STING SERVICE & FITTINGS SINGLE SERVICE INSTALLATION DETAIL FOR NEW GE) SERVICE TRANSFER TO EXISTING METER 16A NTS 2" AC PAVIHG 1/3 L _,,..----SOIL PIPE _,. (LENGTH AS REQUIRED) I L 4 1/4" DIA X 1/8" ,IIN. THICKNESS 2 1/4" CUBE (INSIDE MEASUREMENTS) 1/8" MINIMUM THICKNESS ti OTES, ------------------------------ LENGTH AS REQUIRED TO PUT OPERATING NUT, TWO (2) FEET FROM SURFACE. EXTEflSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAfl FOUR (4) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF TWO (2) FEET LONG. ONE EXTENSION IS TO BE USED PEI, VALVE, ALL EXfEMSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AtJD PAINTED WITH TWO (2) COATS OF METAL PAINT. QD VALVE OPERATl~r~ ~-u: EXTENSION ----· ··--- r DI METER LID w/TOUCH READ NO. BCF1118AMR/TR HOPE METER BOX NO. BC111812BXL FOR 5/8"x 3/4" METER 17, ciTS ·- ' CORPORATION STOP MUELLER B-20013 (IPI) OR FORD FB500 SINGLE OR I DOUBLE S !"RAP I WATER SERVICE POLYETHYLENE PLASTIC PIPE WITl-1 FORD ~/0. 72 STIFFENER INSERTED IN ENO OF PIPE NOTES, -,--n t±::====i J~.11 11\'1[___ J1:1[_~ -- ~=,' t:i· \ ' y--~ _ _______./''---_ ____-c::- ' I CLASS 52 (~ DUCTILE IRON f WA fER MAIN CORPORATION STOP PLAN \__ COIAPRESSI0/1 PACK JOINT, FORD 016-44 (IPT) PACK JOINT COUPLl/·IG CLASS 200 OR ~1UELLER H-15454 CO,IPRESSION PACK ,JOlflT COUPLING -- STIFFENER INSERT ELEVATION 1. SERVICE Llt!E Fl f fltlGS, ALL FITTINGS SHALL BE CAST FROM WATER WORKS BRASS COflFORMING TO C800-89. 2. MUNICIPAL SERVICE PIPE, IRON PIPE SIZE ID AS IM 0-2239 -SIDR 7(PE 3408) (HI-MOL PLASTIC) WI IH 16 GAUGE TRACER WIRE. 1" WATER SERVICE CONNECTION 10" f,flN. -12" MAX.~ -- }'.( & 1" SERVICES (rrP) ' • ' NTS ' • -'---·'L __ -_J ~[L~i_\ 1"-2"-~ ~ LJ )~., c=J_ ''-, - i ; C-~-( FLOW -·- INLET OUTLET t" EQUAL DISf. 1~;.~ET ~-~~ OUlLE: l----~ ~1-JJ~ \ / /~ EQUAL DIST. ~~ .!~-~-------~ NOTES: ' ' ' ' 1. T/IE ANGLESfOP f,IIJST BE EQUAL DISTANCE FROM HIE LONGITUDINAL SIDES OF THE METER BOX. Tl-IE OUTLET OF THE ANGLESTOPS MUST BE BETWEEN 10"-12" BELOW TIIE BOTTOM OF THE ,\1ETER BOX LID. THE ANGLEsroP MUSf BE 1" Mlf\!.-2" MAX. FROM THE LA flTUDl[·iAL EtlD OF THE METER BOX AND MUST BE VERT!CAL (90') TO GROUND LEVEL. 2. THE 1\NGLESfOP CONNECTION ON fHE CUSTOMERS SIDE OF fHE 1'.1EfER MUST REMAIN IN A VERTICAL POSI !"ION AFfER THE CON~!ECTION TO THE CUSTOMERS LINE 1-IAS BEEN COMPLETED. 3. THE METER BOX t,lUSf REMAIN FREE OF FOREIGN MATERIAL SUCH AS CONCRETE & ITS BY-PRODUCTS. 4. METER BOX SUPPLIED BY OWNER/CONTRACTOR. METER BOX SI-IALL BE /AID-STATES PLASTIC HOPE METER BOX NO. BCF111812BXL WITH 0.1. TOUCHREAD LID FOR 5/B"x 3/4" 1'.1ETERS OR MID-STATES PLASTIC flDPE METER BOX NO. 8CF1324128 WITH D.l. TOUCHREAD LID FOR 1" METERS OR AS APPROVED BY DISTRICT. (SEE OWGS. 17 & 18) 00 METER INSTALLATION \J9 NTS -------------------------------------- SEPARATION REQUIREMENTS FOR WATER /vlETERS/SERVICES • 5 FT. FROM POWER VAULTS, HA~JDHOLES AND STREET LIGHTS AND ELECTRICAL SERVICES. • 3 FT, FROM OTHER WATER METERS SERVICES, F. HYOS. AND 8.0. ASSYS. l''MIN -2"MAX, FROM INSIDE--~~,! FRONT WALL OF /.,1ETER BOX ~ (TYPICAL FOR ALL SERVICES) ' ' -------~3/4" ANGLE STOP W/LOCK WING, FORD --NO. KV 6.l-342W Oil MUELLER H-14259 COMPRESSION PACI< JOINT ADAP-~·---·.:, --__d8 lER, MUST BE CAPABLE OF RE-'-1----------- CEIVING 3/4" OR !"ANGLE STOP W/ NO ADDITIONAL FITTlflGS. 1'' HI-MOL PLASllC PIPE, Cl 200 ~--NOTE: 00 NOT BACKFILL UNTIi_ ALL BRASS FITTINGS HAVE BEEr·J INSPECTED BY THE DISTR!C r. SINGLE SERVICE ~-- fllETER SIZE METER BOX MID-STATES PLASTIC, INC. - 3/4" HlJPE METER BOX NO. BCF111812BXL D.I. TOUCI IREAD LID NO. BCFl 118A~IR/TR 1 " HDPE METER BOX NO. BCFI 324126 D.I. TOUCH READ LID NO. BCFI 324 AMR/TR -~--- USE MID-STATES PLASTIC BOXES Ul"LESS OTHERWISE APPROVED BY DISTRICT (SEE DWGS W-17 & 18) 00 TYPICAL SERVICE DEl./\lL Qv NTS SYME fRICAL ABOUT ~ OF WATER MAIN 6' ~------------ ~ ~~~~~~ ~ Ai~~;~:~~~:~ y/~/~ ~~·-"/~ I W//"/// ~~~~~~~~\~~~~: /@!:: . /~\,..~~~(,/ WAIER IAAI/J % '._', ', ,;' ~II~ '-__ ~ %~;sJ:~l~~~e ;g;,E / w / • • -._ // ~-'--i-f'~ "~~ ~/ ;~0-/ •0 ~l~ s 8 /. 1---STM·iDARD SEWER PIPE MATERIAL ")J:,)7, -~,'. Y,,,,' SEWER/WAl'ER PARALLEL CONS'fRUCTION NTS "' ~ __J -<( 1--..... w e 0 O'. I'! Q,) 1 Q. oO ~ i... g V) 0 ~N I'! <( "tJ ~ 0 0.. ::, ~~ ffi "- > ·-~ w E O'. r--.Q 0 I ::::i ~ ,0 (J) I 0 ~ "' ~ ~ ,ell-·~~ ,t1,>JS <1',j>~~ t 0G ,, ~ "" -~ '&! +" J "' c) k' --)l'f;\ "-"TV'), ·-~~._.:! ' ~ . ~ 0 n.; --~~ ( ,.· i ·:; ;J; -~ ~ ,;,.... '-.__ ·-~c,-, 0-0 ~ 0 ',, Sl 9i >.:: ,y '-.... Q; 0 <>: •/,J,,<l-A~ O,t s ._ "'11/I-£:J .}' ••.-..-.-• ~ Ill "-0 I) ~ -~ .._ fl) 0. IJ,. \) ~ () El _J "-" El > -> ,: 0 00 " ~ " '" ll'. z O'. -(_) ,_ n_ -Q It) " CJ " n_ ll'. n_ CJ ll'. J: a " n_ " a Cl 0 0 0 c'; 0 _J ;i;; 0 ro _J w a, z " - <!) .s " :, "" co 0 en rn " " "' ' ! £ ~ ~ Cl ~ "' a, ~ _J OJ ~ a; a; le £; <O <O C: <O ,; co "' 1-- ~ '° '° VJ -~ :, N ~ 0 a; ~ ... 0 C1l 0 w '" t;j "' (L N £Il f-LL 00 C: ' IE L " m ~ .... OJ Cl _J OJ ·-le . C: :c "' CJ 00 Cl C: w ..c I .., .c: 0 CJ -_J 0 a.! 0 0::: It) 0.:: I-z WO 0 I-_ -~~ if) z I-w <( ~~ I-....J X 0.. wo w :) w 0::: z I -0::: w <( 0 2: z Os 0:: <( (/) (/) w w I-0 (f) ~ 0 O<S (J) BAS£ MAP ----1 I z 0 -1-- "--D'. 0 It) CJ Cl >-en - !:,! "' 0 0 N '-. r-- N '-. " 0 "' w ~ • X w ~ "' 0 0 <'i ~ 0 0 0 z ~ -, It) z 0 -It) -> CJ ll'. 0 " ,: "- 0 " z "- -- N ., -1-- ~ ~ J: if) ....J -<( I-w 0 0:: w I- <( s SHEET 5 OF 5 DRAWING ~L__..,..._ ________ _J_ __________ __J_ ___________ ...1.-__________ ---'-----' ---·~·-----~-·-··- i • I J J I • I J NOTE: SHORT PLAT NO. ___ _ KING COUNTY, WASHINGTON rv I C"l 0 'tj---~----------:LD o ~ \fl O co f-/OUSE Lno lD LOT 15 GURDEV SING:H SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE' S.E. 1/4, OF SECTION 32, r / / HOUSE (SCALED) / / / / / / TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGTON / / / r / LOT lb HOUSE (SCALED) I I I I rv I I I W.M., LOT I, RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1 inch = 20 FT. 20 0 20 PORTION OF: S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. HOUSE (SCALED) BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH 88"50'J6" WEST AS SHOWN ON THE PLAT OF CH/NQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: EXISTING IMPERVIOUS SURFACE ON PROPERTY = 5,032± SQ. FT. / I / / _..,.---~ I FOUND 1/2" REBAR W/ NO CAP / . FOUND 1/2" REBAR W/ NO CAP ___ I FOUND 1 1' REBAR W/ NO CAP LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8303080870, RECORDS OF KING COUNTY, WASHINGTON. HOUSE (SCALED) LOTA K.C.L.LA. NO. /28:xJ21 FOUND CONCRETE MONUMENT r BRASS DISK IN GAS[ (S. 1/4 COR.) 32 [::®c:Ji::-+-5 ,, __ I 0.51' S. & 0.84' W. OF PROP. COR. ~ / / SBB •50 ,36 .. E lSJ.23 . ~._35' N. ~-0.44' W. OF PROP. COR. ~~ 0.15' N. & 0.47' W. OF PROP. COR. NOTES: I / { 0 ~L~.J -'-' -+J-_, ...::...__-H-----H-,--:::~,-.,i::.:...:::~r...,·-r, r, "-'----- FOUND 1/2" REBAR W NO ICAP I. \ \ 80 ·62_· -------jLO ~J· 80.62' r,_/_ ; ------\-----------( 0.88' S. & 0.43' W; OF PR0 1 P. CO · \J END OF FENCE IS 0.2'± N. .f[NC[__ COR. IS 0.6'± N. & , U1 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. VER11CAL DATUM: I co 0 lD TRACT F . ~ ~ ..., \!.I ('J "r 0 [\J lC) "Cj· en ' 0 \ p \f) .,., co ~ 0 lO & 0.5'± W. OF PROP. COR. 0.2'± E. OF PROP. COR. -:;_ . " co 18'' APRICOT LOT 2 ~ 6,J6J± SQ. FT. U' GARAGE F.F.= 512.4± (TO BE REMOVED) "' LOT 2 P'> K.C.S.P. NO. 4 '72001 24,160± SG FT -0 \ SB8 '50 '36"E 65.10 · \ (----------__;; ____ i;,: .. :'.:;_;5 ':;;;_:,,· .... ···:.;;_,,'' , £'t ,{1,/:(}' ·1 ,'{\if?( ,588 '50'36E 65 JO · • .-i:s ,... ;,·~ r-· ·r ... ·.. ·· · "..' ·J ._;;:'' .... ___ _ rr ( -· .•. : .,--_· • .-I , ij < (//~·:'.-.·:/;~,_ ~/\t/?_;f. :: ·; (\ ;' (~.' 1" . . . . . . , i : ;._ :·:.\-·.-.~ :~; · ). I <:? . f;r:;:_:._,··::·:_:_t_·_\':·,::·····:':::_•,:.··,·.··: ... ·.·.· .. ·•.,_: ... ·,•,·:_ .. :,:,._:_,_ •. ·,·:_·.:.:.,··.:: i)l-~i\)t. :.., m -1,.-::>.>'·.lI'J~ ) . 'C.O_NGi . 1J}f i[f; f . ffi ! '{ /:i:l}l.\ ·--" co 0) (0. '* r SHED . 1£2 ~ LO ..., 0 ~. 9 C) C) • 8! (/J LOT 18 HOUSE NORTH AMERICAN VERTICAL DATUM OF 1988, BENCHMARI(: KING COUNTY BENCHMARK NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORNER OF SECTION J2, TOWNSHIP 23 NORTf-/, RANGE 5 EAST, ELEVATION = 514.98 U.S. FEET. SITE BENCHMARK: SITE BENCHMARK "A" TOP CENTER BOLT ON FIRE HYDRANT ELEVATION = 510.2J U.S. FEET. SITE BENCHMARK "Ef' RIM OF SEWER MANHOLE ELEVATION = 502.97 U.S. FEET. CONTOUR INTERVAL: 2. on II. S. FFET. LEGEND: 0 ® FOUND REBAR W/ NO CAP AS DESCRIBED SANITARY SEWER MANHOLE t/J (' •"'iii' i ~ :j ~ \{t?i' !il ~ ~ *-l--------C ~ mm CATCH BASIN . co co v,·.,!sf -:1 ~ FENCE COR. 15 0.8'± W. OF PROP. LINE co LOT 1 lD .........._ , 4,J8J± SQ. FT. LOT 4 s , ,:. ,. , l 4,394± SQ. FT. /_::> t:'i7;:~l--··, .. :: .. . " co fB r;/ .. '. (i'·1 15.47' 15.54. t,. i;:)'.: :};., S88 '50 '36"E 31.01' j~'.:t:.:·· '.?)'.)j l .. ··,i < -.~.·;., ~ ::· ;'.,'.-:>:c'J L\ 31 "20'30" ~ 18" APPL[ r."> t\0.}):{1 I Rcd=25.00' Vi;. /:):,··.",', ·.I 1 Arc=t3.68 · FirffeJf:\'. I--~ 36 12' f•· •" • tZ '1 •"I CB ~---~~ RIM = 500.40 12" ADS [.= 497.06 12" ADS W.= 497.06 ' @ CONCRET[ VERnCAL CURB . <:) ---W-----1--W-----~--W CURB CUT P.A. T. 867± SQ. FT. ~ 80.00' 155.52' 12' TO 8£ DE?ICAT[D UPON RECORDING OF )f//S SHORT PLAT 508 39.40 .~'--- I-W --"-----.---W ---C-Uf,-?B_C_U_T_ RIM = 507.45 I .:S: ,: ~>( 12" ADS S.= 504.91 , 0 12" RCP E.= 504.96 -f--..._.! : ; CB 6" PVC NE= 505.37 SITE BENCHMARK "A" W fr'J RIM = 507.80 I S.E'. 192N.D ST. ----(--·~-~ N88 '50 '36"H 2624.84 · (MEA':i.) TOP CENTER BOLT ON F.H. 12" ADS N.= 504.54 EL.= 510.2J U.S. FEET ---· 12" ADS W.= 504.J7 ... --•• FIRE HYDRANT WATER VALVE WATER METER III GAS METER POWER METER UTILITY POLE GUY ANCHOR LIGHT POLE ELECTRICAL BOX BOLLARD DECIDUOUS TREE -W-BURIED WATERLINE PAINT .. ~,o\'C . \ ,,,, ~t' \I IS\ r • .\b c~ ~~ .~ WOOD FENCE * WIRE FENCE . I ( \ / Ol\ \I \i_l,i \~J FOUND CONCRETE MONUMENT ,, \ \J\ , W TACJ< IN LEAD IN CASE 1 • (S.[. SE. COR.) I 555.75' --------- ~S!.!_!/TE:....Bi!.EE!!.NC~H~MA~R'.'S_K__1"8~'-___:,,.----@. RIM OF SEWER MANHOLE ------------\ -------------------t ,e,. ---------------------~~:~~~~ ------..... ~~3 ----~ SSMH w ('.) <{ 0... "-..._ . W.M. ASPHALT EDGE EL.= 502.97 U.S. FEET 589 ·04 '13'E 295.77' \. "'b RIM = 512.54 _J :v:: INSTRUMENTATION CURVE TABLE: INSTRUMENT USED: GEODIMETER 600 LINE DELTA RADIUS Cl 89"34'41" 25.00' ARC J9.09' SSMfl RIM = 502.97 8" PVC E.-W. CTR. CHANNEL = 489. 72 ASPHALT EDGE Jr Cramer Northwest Inc. 1 Surveyors Plc1nners & Engineers ff' PVC E.-W. CTR. CHANNEL = 498. 14 0 > INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON OTM-A 10LG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W,A.C. 332-130-090. INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 2J NORTH, R. 5 EAST, W.M. f Ff[LD SURVEY CONTROL METHOD: CLOSED LOOP TRAVERSE MINIMUM CLOSURE 1 :22,000 IN COMPLIANCE WITH REQUIREMENTS OF W.A.C. 332-130-090 C2 90"25'19" 25.00' 39.45' 945 N. CENTRAL, STE. #104, KENT, WA (253)852-4880 (local) 98032 1---------------------------:i~ DRAWN BY: DATE: JOB NO.: CJ 78"27'47' 25.00' C4 11'57'32" 25.00' C5 11"06'55" 25.00' C6 78"27'41' 25.00' J4.24' 5.22' 4.85' J4.24' 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com T.E.C. Tue., Feb. 1, 2005 2004-139 CHECKED BY: SCALE: SHEET: 0.8.H. 1 inch 20 FT. 2 OF' 2 PROJECT NAME: SINGH SP//CREATED: Mon Aug 16 08:50:00 2004 //PRE\/. PLOT: Fri Sep 03 13:59:09 2004//PLOTTED: Tue., Feb. 1, 2005, 1J:28:0J C:\ WORKING TM JOEJS\2004-139.p ------------~----------.-----------------------,·r:-::-:---::-:--:----------------,r-----------------r------------- DEPARTMENT OF ASSESSMENTS APPROVALS: VOL./PAGE RECORDING NO. SHORT PLAT NO.~~~- KING COUNTY, WASHINGTON DEDICATION DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS ____ DAY OF ------------• 20 ___ _ --------------------------------------------- MANAGER, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS ____ DAY OF ------------• 20 ___ _ DEVELOPMENT ENGINEER I l EXAMINED AND APPROVED THIS ____ DAY OF -----------• 20 __ _ 1 SCALE: N/A --------------------------------------ASSESSOR --------------------------------------DEPUTY ASSESSOR PORTION OF: ACCOUN r NUMBER _____ _)_2210'.5_-=:_'.:!03_§ ____ _ KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION l--------------------------·.!-------------------------..i-----------------------------------1 MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS ANO ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS Of THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS Of DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME NAME NAME NAME NAME i NAME STATE OF WASHINGTON, COUNTY OF-------------- I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT ---------------------------------------------SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF --------------- DATED ----------------------- SIGNATURE OF NOTARY PUBLIC ---------------- PRINTED NAME OF NOTARY PUBLIC ---------------- MY APPOINTMENT EXPIRES ________ _ ) ;ss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ----------------------- SIGNATURE OF NOTARY PUBLIC --------------- PRINTED NAME OF NOTARY PUBLIC ---------------- MY APPOINTMENT EXPIRES ________ _ RECORDER'S CERTIFICA-rE . . . . . . . . .. . . . . . . . . . . . FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF . . QW{N ... f?, .. H! ~.~~ .... l?.~'.:i .. SURVEYOR'S NAME DEVELOPER/OWNER INFORMATION: GURDEV SINGH 19100 104TH PL. S.E. RENTON, WA. 98055 425-271-6728 GURDEV' SINGH SHORT PLAT LOCATE'D IN THE S.E. 1 / 4, OF THE S.E. 1 / 4, OF S1ECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON w N.T.S. ZONING, SERVICE & UTILITY INFORMATION: NUMBER OF LOTS: ,1 PROPOSED DENSITY: XXX PARENT PARCEL ZONED: R-8-SO ADJACENT PARCELS ZONED: R-8-SO PROPOSED USE: SINGLE FAMILY RESIDENTIAL SEWER SERVICE PROVIDER: XXX WATER SERVICE PROVIDER: XXX SCHOOL DISTRICT: XXX FIRE DISTRICT: XXX TELEPHONE SERVICE: XXX POWER SOURCE: XXX SURVEYOR'S CERTIFICATE THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES IN __________ Feb. 2005 ___________ . -------------------------------------- . 1:1:·· '4·. •• Cramer Northwest Inc. -,-jl\, Surveyors Planners & Engineers --·----------------------- S.E. 192ND ST. VICINITY MAP ' IJ ! . __J 0 > ~~~Y-'-··13-w ... f!{_z INSTRUMENT USED: GEOOIMETER 600 AND/OR NIKON DTM-A 1 OLG c:,"'-;··· o\1 ASJlfli,;~1> .. {-.~"<;,, , _ c:-4... M ETHOO: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. W"' :0 ~ •_• ~\ INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, v~ 945 N. CEN(T2R5A3L)8:;E·4:;i4(1o:!~T, WA 98032 i\ .,/-!J 1-D-R_A_W_N_B_Y_:----,,--DA_T_E_:-------,,--,JO_B_N_O_.-: -__,,;~'i'll~-W-~ ~ 1-(800)251-0189 (toll free) ~io··ff¢?if.J?:J.?;;..; T.E.C. Fri., Feb. 4, 2005 2004-139 ~ ~ (253)852-4955 (fax) l\t,ii .. ut1'\'l ., CHECKED BY: SCALE: SHEET: i - !-_._ .. _ .. _ .. _· _ .. _ .. _M_·c_·R_ ... _ .. _ .. _ .. _· ·_· ._ .. _· ____ ._ .. _·s_·u_· P_·i-_ ... _ .. _o .. _F_ .. _R_E_c_o_R_· o_· s_· ._ .. _· _ _,_P_._L_.s_. _c_E_R_T_1F_1c_A_T_E_N_o_. _____ 4_0_0_1_6_, _____ __,_~~~-··"--'·~-=.;:E~M;A~l;L:..: ~c:.:.n~i@=c~ra~m~e~rn;w::.;·:c;::o~m~~~~~~~~~~E:;XPl~RES::.;0~7/~22~/2~006~~~!.::0~. 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King County makes no represe~tat1?n:i or warranties, express or implied, es to e?curacy, completeness, t_rme/Jne~s, or rights to use of such information. K,n_g County shall not be liable for any general, special, indirect, incidental, or conseq_uent,al d_amuges including, but not limited to, lost reven~es or lost.profits resulting from the use or misuse of the information cont~1~ed on this map. Any sales of this map or information on this map is proh1b1ted except by written permission of King County. . ----- ------ ----- CONTROL MAJOR CONTROL MINOR RIGHT OF WAY PLAT ----- ------ 1,.1.11J. I ·. :::u, ;e ,;1 I =i I I I ,c ,, ,. § ~ ,'° ~ , , ' I I ' • •, a,nJ o en ,._., 01 N r\!I m ' I-...,I : :rn a o ' g O c o o I a ' Z ' ,e>'> •c r ,..,,~ 0 ~ W w 4 I • I w' , ,cvn -" ro .. I ' ,o' ',101u 1 -1,.!.,;;:;"' " -ro ,.2a,c o , -w w"-o r---t 0.64AC,.... -OA I olr, r1'r'"' 1 f]'O.! z 1 402 '"" .83 AC . 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"t:Er5S888'9' LOCATED IN 1'/IE S.E. 1 /4, OJi' THE S.E'. 1/4, 1" =20' KING COUNTY, WAS~llt~GTON OF SECTION 32, TOWNSHIP 23 NOR1'.fl, RANGE 5 it1g County~ /(ING COUNTY, WAShr.tNGTON •• EA~S'1', W.M., f SCALE: 1 inch = 20 FT . 1en:n RV 1 Pio,AI mg:, T • L LI fi'"o'.c7":'. ~~· 'ic~ ~~Stl J) L. .. .. w, l)J HOUSE l)J 1 (SCALED) I PORTION OF: L::Jl.[) ;;tc -· c.1 "5 .3 5 rv I '-------------· ry , , ' ' ' ' ' (\J I S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. I I ----L _______ _ ---------, I I I I I I I I I I HOUSE 1 I LOT IB / / / / / / / / / / / / / / / / / / ' ' ' ' ' ' ' ' ' ' ' 1/0USE ' ' ' ', (SCALED) ', ' ' ' ' ', ', I ' , I ' , ', ,," I ' ~" I ' ' ,," I ', ,, " I LOT ft, I I I I ,-----------~ I I I I I I I I I I I LOT 11 \ HOUSE (SCALED) N011E: I I I I I I I I I I I I I / .• ' , , I ', ," I / I I I I ' / EXISTING IMPEF<VIOUS SURFACE ON PROPERTY = 5,032± SQ. FT. I I I ______ .., / / / / / / ' , ' / ' / , I I I I_ -----------( ( J2 [:@Cl 5 ,_ -- HOUSE (SCALED) 2------- LOTA K.C.LL.A. NO. 1285021 I I I I FOUND 1/:!' REBAR W/ NO CAP : 0.51' S. &' 0.84' W. OF PROP. COR. -- FENCE COR. IS 0.6' N. & FOUND .1/i' RE6'\R W/ NO CAP 0.2' E. OF PROP. COR. 0.J5' N. & 0.+4' W. OF PROP. COR. I~--FOUND 1 t' REBAR W NO CAP / S88 '50 '36 "E 161.23' (CALC V.) 1 FOUND 1/2" RE6'\R W/ NO CAP 1 0.88' S. &' 0.43' W. OF PROP. COR. ENO OF FENCE IS 0,2' N. & 0.5' W. OF PROP. COR. TRACT F I ' \ I \ ' I I ' ' ' / 80.62' LOT 2 5,659 SO. FT. SBB '50 '36"E 65.14' .. LOT 1 4,709 SQ. FT. ~---E+----.r·, r, r, 0.15' N. & 0.47' W. OF PROP. COR. ~·~a=o~&~.-~~--~~-~\-------------------2 1 -- ~ [l3 Rl ~ IJ..i {rJ :,.- 15.00' ?, ...... 30.00' ~ - 8 1'3 LOT 3 ti, 659 SQ. FT. \ ' ' ;.i!. I l i 1-----1 I I I I I I I I I I I I I I I SHED I I I I I I I I I I .... ____ .... LOT /8 ---------------( .------ ,..., I I to I •·----------~i.'11 ~ I SBB '50 '36 "E 65 .14 ' ;, :'.; 1 LOT 4 4,120 so. rT. i',:, c:::i ..... (Q §§ ~ f \ " U) 1, •J ~, \ j_ * _____,_: h fl .{·--~ ' . "' "" 0.. QJ ' -C:, • I L,., ~ L,_j R t:t:: -sr 1 . -a ..::-~ a..: r,., 1 . <n l,,J l,_ • ->:' ' . ' • HOUSE ------------------( u c:, . ..::-;;j ~ TRACT A: ~ c?.: I ~ kl Uc PR/VAT[ ACCESS . I ~ ~ <: ~r-: , 1,624 SQ. FT. "-0 ~ \f' t,.\ 'c/ ,Q, Q ... ~ ' ' 1>: ~ n. _. , O"e>,h kl :::,_ ~ ; / $ •"> (j~ ~ "V 'O' §5 · : .!131'20'3()" ~#Jdrf}' ~~v-:Cb. .._;;:jf:{ , Arc=13.68' v "' . ~ !Q...., 0 / I r '("'5,, • / '-'J ~ ~ \ . BASIS OF BEARINGS: BEARINGS S/·/OWN HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTJ-IEAST QUAr?IER OF SECTION J2, TOWNSHIP 2J NORTH, RANGE 5 EAST, W.M., BEING NORTtl 88'50'36" WEST AS SHOWN ON THE PLAT OF CHINQUAP/N RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY', WASHINGTON. LEGAL DESCRIPTION: (PER STEWART TITLE SUBDIVION GUARANTEE ORDER NO. 200497497) LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. BJOJ080870, RECORDS OF KING COUNTY', WAS/-1/NGTON. (SEE SHEET 1 OF 2 FOR "SUBJECT TO" ITEMS) NOTES: 1. MONUMENTS LAST VIS/TEO ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. LEGEND: 9 SET r/2" REBAR AND CAP #CNW 4.0016". Q FOUND REBAR AS DESCRIBED ---{ }-WOOD FENCE * WIRE FENCE {CALC 'D.) CALCULATED PEI? CH/NQUAPIN RIDGE 1-36.12' // • -----REC. No~ 9207220817----';,~ t:::::::-::_:~;.;;.;.;::, 5 ;;.. 8 __ 39 - 30 -.-_ .. --=::::.-------2.80 ~·00~·------=::::::::......:;>,------39-.4-o .'...----~,,. ',,'~ __ ~ _________________ ? , / ~ -~ '£,. <3--. ,, 588 '50 '36"E 155.52' ,, ' . . ~ 0. 0. Arc=2S.60. ~ DEDICATED TO THE PUBLIC FOR ROAD USE DEDICATION ~ ' REFERENCE SURVEY & SEC1'ION BREAiillOWN: 2------=------:... -------------------_0~· _:,~,::-__ ~,"".,~,~'~,.-_-----P-UR ... P.~0.:.SE:.:S~UP~O:.;,N;_;,;;R£,:C:.:O:.::RD:IN:G~O:_F,.:T,:,:Hl~S~S:H:O:;RT:_.:PLA~T--_,_._19_o_so_._n_. ____ -.1J \ .. "( _____ / ~ --------------------"' R£C. NO. 9201220877 1. CHINQUAPIN RIDGE VOL. 159, PGS. 56-62. FOUND CONCREJE MONUMENT W/ BRASS DISK IN CASE (S. 1/4 COR.) -+------ -- -g 134.00' '/).C, Re~-1f--· '<r a 8N '9-o o C,, D 3. 3 I o o 2.. ,2 o 6 ~ w ~ --ff) ""t' ~ SOUTHEAST 192ND STREET N88 '50 '36 '"/'{ 2624 .84 . (MEAS.)- I ~ ' I ~ I A', I I )')" ' . / I ,' ... ---1 ,., .. ---..L ,, ~--- FOUND CONCRETE MONUMENT W/ TACK IN LEAD IN C4SE (S.E. SEC. COR.) 655.75 (CALC 'O.) ---- w . (.'.) <( o_ "--. _J 0 > ,-----------------------------,,----------·--------------------------ll Crarner Nor·thwest Inc. ----··-· ------·-·-------· -· ·------·:t--··---,,=-2--•-=11--, Surveyors Planners & Engineers 945 N. CENTRAL, STE. # 104, KENT, WA (253)852-4880 (local) 1-(800)251-0189 (loll free) (253)852-4955 (fax) E-MAIL: cni@crarnernw.com 98032 ~-·~ _,Ql INSTRUMENT USED: GEODIMETER 1:,00 AND/OR TRIMBLE 5600DR200+ ~~·oi YfAs!f. ~~ t METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. JJ2-1J0-090. ~-·,i;.~ t;..;i.. n /t::Y . ~~/; ~~~ I INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 2J NORTH, R. 5 EAST, W.M. .r = ·~-,')} , f ~· : -·~ ~\ iflJ , _ \OJ_j: !~/ DJR[AWRN BY: DATE: JOB NO.: r.-4>~iOOHJ . .: i: , =• • Wed,, Aug, 27, 2006 2004-139S , Q>>·· 1?c1s·1·~·'i',<G?.·, " i,....-------::---.. --·------;:,,---------11 "OJV-,i'£"J'~;· ~ ~ CHECKED BY: f SCALE: SHEET: ~==~-'$$,. -=·,m=m=Ji~ 0.8./-1. i 1 inch -20 FT. 2 OF 2 "'"'""'"' .,,.., = •= --wm™·-"'"'·-•=•-•·~ -------------------.... PR .... O-,.JE .... C"'"T"'"N,,..11M""'E,,..: ..,.GU'""R .. D.rf..V~Sl"""NG .. H,-S .... P_C ... )~O-R .... Y.--'.AN~Nl~i1_,..,.c ... R"'"EA"'"TE .... D-: -M-on-Au_g_1 ... 6-o""'B"":5-0:-00--20_,0_4..,'/.,.P-REV-. -PL-O-T:_M_o_n_A...tug'..._25-15-:4-5-:5_4_2_00-/J'.""""PL-O-TT-ED_:_W-ed· .• Aug. 27, 2008, 8:34:40 C:\John's TM jobs 2004-139 nNAL SP.pro .l ,J ,, Cl ! l d, ., l . ! I ·{ .. '.•l j •l ·l ' ,; l I 1 I l :I 'i I l ~ j ,I I r,:-,-~~--~:=T'--~~--"""'1'-:-"-'~--------,.--------------------------------,-·---------------------------,-------------,----------------. ~i+·1 of-Re.,o·f·<::s R0 • • APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. Ll/f (-·c,Ctw• 0 JO SHORT PLAT NO. ··l:8556B&9' /'' . ,, KING COUNTY, WASHINGTON DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS n DAY OF Mt:tvc.,J;\ , 20 oC( __ N_~~._c__Aff,__,_ ____ _ DIVISION DIRECTOR LAND USE SERVICES EXAMINED AND APPROVED n-us3(~AY OF '2lta1.c1 ~ Sco-r+ Nohle...=------- VOL./PAGE c2G r o~ o IJ-w-----·--0 -......,,-------·------...__,.J .. u.--..--;;;...-..,t.--------~ . 2ocfL SCALE: ing Cour1ty,, ------· ,_,ttttl#s_m_ ... ,._1,ii!JIMllii..;.,.. -.t..#'m----·------------11 EXAMINED AND APPROVED THIS 2 7 DAY OF Jl.1 ti( v t.. t,J ASs SS ~·-----Ir)_~---· N/A , 20 ()C{ DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNEIIS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLJC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, ANO ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADU!G OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMEIHS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON TfllS SHORT PL.AT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICAfE SUCH STREETS, EASEMENTS, OR TRACTS TO TME PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. ' FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHOIH SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PEFISON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, COMSTRUCTION, OR MAIN- TENANCE OF ROADS ANO/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTMER, THE UNDERSIGNED OWNERS OF THE LAND IIEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS ANO ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE Oil SUB-SUl~f'ACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTrlUED AS RELEASING l<ING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIAIJILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE Oil IN PART Fl~OM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISIO!l, DEDICATION, WAIVER OF CLAIMS ANO AGREEMENT TO HOLD HARI\JLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITfl THE DESIR[S OF SA'D OWNERS. . . IN Wlif.~E~S WHEREOf WE SET OUR ~IANDS AND, S~ALS: .~· f .,. 1~;:-.;·t.U~t:,!(.,\j \,) ·,) -,r ,\. l, ;.Y :llrt(.;/ ~, .ll1;J) /tt/rn t.1 ~ / GURDEV SINGH / I I • /,: .· · .. 1\ /\ /,', . I 1· . I }/'{ ~ ."1.1 1 11#').1 /-'/,(i .: .• }!/,>,1l/,' \.. ~·-· ... -· 't;,,'·,~-" ·11 ·•· -f ' '-17 ,,.1,,y-, __ COUNTY OF /(.=Jn'-"':3-- ss. ~-=-'1~r~~'I ~Tll_iACJORY __ EVll~ENCE _r. lAT ----""' ---- SIGNED THIS DEDICAT~ AND ACKNOWLEDGED IT TO BE@~llER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. --•:' <-,",., J ;,~ :-.. , ~, - DATED /tf ';lt) · 0 0 SIGNATURE OF j I . /, ;wt) NOTARY PUBLlf --J:fJ4,--/(,'_$ ( /;, PRINTED NAME-OF ', 1 / NOTAr~Y PUBLIC -~ ]';(/.,ff /c,ta}<r.t ... MY APPOINTMENT EXPIRES _ /Z -'j ·O I ' .. · .. '. STATE OF WASHINGTON, t/'JJ d COUNTY OF ____ &L-y-·-----~ss. I CER~ r:i~ SATISJ=:ACTORY EVIDENCE THAT SIGNED THis~ED1~fr10~ '~~ 1#flKfo~tfr;~ --:ro-BE-~ils/HER)FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. / / , / . >. _ ·,,. DATED _,J/taftld:.iz.t£t;A__ -,: . -· . .. ' .. ·· ' -,., SIGNATURI.: OF ) /v ' '• 1 f'(,., )'./.:, NOTARY PUBLIC __ ~. 3 f · t! J_ ___ _ ,. · {' <,, PRINTED NAME OF h. . ·,, r, .. \NOTAf<Y PUBLIC ,rJ..lF?}tVN/f·) ,k(!.~,A v.-~ -4: -~ ._c___c_ l~ ; MY APPOINTMENT EXPIRES _!2,-f-tJf :·:~; 2' ;ti-' ;J~uJMM DEPUTY ASSESSOR PORTION OF: ACCOUNT NUMBER _3_2_2_3_0_5_--=..9_0_3_8_ DEVELOPMENT ENGINEER '---------------------------+----·---------------------.iJ------------------------------------11 S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. CITY OF RENTON: DEPARTMENT OF ·PbANNtNGf8Hll:::D1NEl/PlJBLIC WORKS EXAMINED AND APPROVED THIS '2.1 DAY OF faf ~ V c., ~I tJ~ uJ4(J -rer1 CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS LltA. oq-610-Sff PL L11D c1.o-· 053.5 • 20 t>~ Gl7RDEV SINGH SHORT PLAT .lOCATED IN THE S.E'. 1/4, OF THE S.E. 1/4, OF SECTJ.ON 32, TOWNSHIP 23 NOR1'.H, RANGE 5 EAST, W.M., KING COUN1vY, WASHINGTON V) I N.T.S. S.£. 192ND ST. VICINITY MAP ~Jew ·{ o fl i<- STATE OF WA5HINGTeN, COUNTY OF S f2. I B:____ __ _ ON THISJ_Q__DAY OF ..ru:ffil'.21:( , 20__Q~, BEFORE ME, THE UNDERSIGNED, A N01JRY PUBLIC IN AND FOR T{Tu STATE OF ~A~~~~TON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED ,\Qro111l..., 0\, '&.0 "t:w on:.. TO ME KNOWN TO BE THE -~ $~r, vm 2Ife..s, a er1.f ___ _ OF __ _MNK &F mt::R.ltlf -CORPORATION, THE CORPO:o\nON THAT EXECUTED THE FORGOING INSTRUMENT, AND ACKNLWLEDGED THE SAID INSTRUMENT -:-o IJE THE FREE AND VOLUNTARY ACT AND-DEED OF SAID CORPORATION, AND FOR THE USES AND PURPOSES THEREIN MErlTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAJO INSTRUMENT AND THAT THE SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL HERCTO AFFIXED THE DAY AND YEAR FIRST ABO'/E WRITTEN. j, /) J ~0(J~W {fuJ.t-Jtucio._ PRINT NAME-:WJA 'J<1cJ1t1:/2~.5 NOTARY PUBLIC IN AND FOR THE STATE OF w.t.SHINGTON RESIDING AT EJ!.J. G . MY COM MISSION E....,X=P-IR-ES---,$.,...._-. ""'t""-2 .. -. --.~..-D-c--i-,-.,d...----- NOTES: ANY FUTURE RESIDENCE TO BE CONSTRUCTED ON THIS SHORT PLAT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.P.A.) NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 1 JD SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.) OR ITS SUCCESSOR AGENCY. SCHOOL ;:,/PACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION IN ACCORDANCE TO KCC 21A.4J. THIS SHOR1 PLAT IS SUBJECT TO KING COUNTY CODE NO. 14.75, KING COUNTY ROAD Ml1/GATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPL/CATION AT THE RATE IN EFFECT AT THAT TIME. TRACT • A" IS A PRIVATE ACCESS Tf~ACT INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF Tl-/£ OWNERS OF LOTS 1, 2, J AND 4. OWNERSHIP OF LOT 1, 2, 3 ANO LOT 4 WITHIN THIS PLAT INCLUDES AN EQUAL ANO UNDIVIDED OWNERSrffP INTEREST IN TRACT • A", AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF FACILITIES WITHIN SAID TRACT. THE STREET TREES REOUJRED PER KCC 21 A. 16 SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS UNLESS KING COUNTY /-/AS ADOPTED A MAINTENANCE PROGRAM. SINGLE FAMILY RESIDENCES AND Off/ER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE DF?AINAGE PLAN DECLARATION OF COVENANTS AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SMALL PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR Tl-IE LOT. THE /-IOUSE ADDRESS SYSTEM FOR T/-1/S SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR Tr/£ NORTH-SOUTH ROADS WITrl/N THE RANGE OF N/A TO N/A AND WITHIN THE RANGE OF 11330 TO 11358 FOR THE EAST-WEST ROADS INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. DIRECT VEHICULAR ACCESS TO AND FROM SE 192ND STREET FOR LOT 1 AND 4 IS PROHIBITED. ACCESS TO SE 192ND STREET FROM BOTH SHALL BE FROM THE PRIVATE ACCESS TRACT. BUILDING PERMITS APPLICATION Sr/ALL FOR ALL LOTS WITHIN THIS SHORT PLAT SHALL BE REVIEWED FOR COMPLIANCE WITH THE APPHOVED SMALL SITE ENGINEER/NG PLANS AND OTHER DRAINAGE CONTROLS AS REQUIRED BY THE CITY OF RENTON OR THE KING COUNTY SURFACE WATER CONTROL MANUAL. LOTS 1, 2, J AND 4 OF THIS SHORT PLAT ARE LIMITED TO 2,200 SQUARE FEET OF IMPERVIOUS SURFACE. LOTS THAT DO NO COMPLY ARE SUBJECT TO ADDITIONAL DRAINAGE REVIEW. SUBJECT 1'0: 1. AGREEMENT AND THE TERMS AND CONDITIONS Tf-lEREOF: BE1WEEN: SOOS CREEi< WATER AND SEWER DISTRICT AND: WILSON 2 X PARTNERS RECORDING NUMBER: JULY 29, 1994 PURPOSE: 9407292564 DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT 2. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF Tr!E SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 8JOJ080870. w Cl <( (L "' . _J LJ c,j 0 > fja>11-11ur:H"---•••-•mn1_,...,...,_,1t1_HR•---=.-m•• -----·,..· !""-,,..· -••~-------Er-lt'lnn-mr.w--•-•=-=-•,..._,_.,"RWll/-•----•--IJ.-....... -----------•---------...--------•·1•,--------------•----...... -------------------------------"'------IJ '. . FIL IN F;) i:-rn l~ I) [:"fJ) ~ r !="RTI Fl (~ATF CONFORMED COPY 20090331900009 CITY OF RENTON SPM 113.00 PAGE001 OF 002 03/31/2009 14:56 KING COUNTY, WA --------~ --.............. . .. AT ...... M UEST OF MGR. SUPT. OF. RECORDS SURVEYOR'S CERTIFICATE THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES IN __________ AUSJ.:.._2008 . ----°-~--~--JklL_ ______________ _ P.L.S. CERTIFICATE NO. 40016 -------------------- era.Iner Northwest Inc. Surveyors Planners & Engineers WA 98032 945 N. CENTRAL, STE. # 104, KENT, (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ I METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. 1 · INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 2J NORTJ-1, R. 5 EAST, i DRAWN BY: DATE: JOB NO.: J.[.R. Mon., Aug. 25, 2008 2004-1 J9S CHECKED BY: SCALE: W.M. --------------------------....in..-------------------------------'·"~~=~~~~~~~~~~=~~-----~--~~~=~=---------"'!'"'"---------~-----...---....J!--..------.....D PROJECT NAM£: GURDEV SJNGH SP C O RYAN NU,l CREATED: Mon Aug 16 08:50:00 2004 PRf\/. PtOT: "'°" hiq 25 15:45:54 2 . PlOfT[D: I.Ion. PJ.J<]. 25. 2008. 15:49: 15 C: John'.~ TM jobs 2004-1.39 FINAL SP.pro SHEET: 1 OF 2 0.8.H. N/A w- N s E HOUSE (SOOED) ~) I I CONCEPTUAL DRAINAGE PLAN FOR KULDIP TUMBER SHORT PLAT LOCATED IN THE S. E. 1 / 4, OF Tf-IE S. E. 1 / 4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGTON DOWNSPOUT D)~£RSION ~"-.._ ""r-+TR-E-N 'CH-,DTZ. -1)\_ TYTY .... FP,._.-,-_ _"'~ V l.J ~ -~S~BB~'5~0~'J~62'£~1~6'.'.:1.:2J~'=--==---=== 8\62'------i Lor 2 6,062± SQ. Fr. I GARAGE F.F.= 512.4± (TO BE REMOVED) I NEW HOME \ \ I GRAVEL 80.62' LOT 3 6,002± SQ. FT. \ \ NEW HOME k ~ ~ ~I 01 ~ "' I \ \ •~ saa•o'J6~6s.10' ~ I '> '-+-----~ _ "_ ---t--,Q'!\--i "" S8B'50'J6"E: 65.10' ~ ; I 11 <11~ ---..,.\--I~ 1 l'E I "'. I,, -<§ .., ...... -....,...---,,...\ "'ro~~,.,.--. • I ~ i!l ? 31'20'30' Rad=25.00' Arc=1J.68' 36.12' ~100NC._-~~ \ gJI I ',j Ii;, ~ : I NEW HOME \ ~ \~ ~ HOME ... I , :t I I J I t'i 1s.oo· I 1s.oo· 6 L r 4 N LOT 4,383± SQ. Fr, ~ I < >:< < i \ _ ,,: ,--__J \ 4,394£1 SQ. Fr. I · · · · · · · · · · · ~. · · lk--~--r-r-7 oO" .............. ~ -.. ·.·.·.·.·.·.·.·.·.·.·.·.·.·.· \;j -_ ...................... ·.·:::: ~ I ............... - . DRIVEWAY ~=T"/'~ DISPERSION ....... PA t" .... . --:-'lrf-,t.B · · > r; ~;; s~, iii < DTZ. 2/1 I I I I .39.40' SHED ~ -"' -°' • -.o HOUSE ls 8 "' I w. '-"o 0 ----------~~~-----·'--~-· -·-- CB----~ RIM = 500,40 12' NJS I:.= 497.06 12' NJS W.= 497.06 - NEY/ CB--' CONCRETE VERTICAL CURB --~ ! 12' NJS S.W.= pOO a,ma, 111111 ~12 /~~ CB RIM = 507.45 12' ADS S.= 504.91 12" RCP E.= 504.96 6" PVC N.£= 505.37 ---;;u'N~G'{THT;=~24e,,5'----t-----------;----w:___ ____ ........J[___--I-~---:=-=:-===-----X sm: BEI/CHMAIIK "A' RIM = 507.BO TOP CENTER BOLT ON F.H. 12• ADS N.= 504.54 B..= 510.23 U.S. FEET 12' NJS W.= 504.J7 S.S. f 92NO S1'. -- ~SrrE:i!J4.B~£~NC~HMAR~K~"l8'~~----@----- RIM OF SEWER MANHOLE --------~----------------------------® 8..= 502.97 U.S. FEET 'b 0 'b d' SSMH '-i:,_ RIM = 502.97 • B' PVC £-W. cm. CHANNEL = 489.72 CONCEPTUAL DRAINAGE PLAN 1" =20' ALL NEW ROOF RUNOFF SHALL BE ROUTED TO DOWNSPOUT DISPERSION TRENCHES· PER DTL 1 /1. slope-- {100 sq. ft. >700 sq. ft. PLAN VIEW OF ROOF NTS . small catch basin or yard drain - ~ T)'Pe I - - 2' X 10' level trenches CB standard dispersion trench w/ notched grade board length 100' per 700 sq. ft. of roof area, see Figure 4.2.2.C of the Surface Water Design Manual 18" min TRENCH X-SECTION NTS level outlet --- " ""a d' ) Min. 2% j Driveway Cross Slope Slope ROCK) i cr~i co --er i if.§ t S.R "' -Cl> ~ i§ -"' a -Cl> i Cl> -"-Q -" ' C. 2' TRANSITION STRIP (CRUSHED I>-~ I ' '"-,o I I! I I I I I I I I I I I M., ·-·------ f-w w g: (f/ DTL 2/1. DTL 1 /1. DOWNSPOUT DISPERSION TRENCH Dl~IVEWAY DISPERSION ' N1'S • NJ'S --··---·--·--··-·-·-····-·-·----------- SE 1 B th St .) V} 11326 .Se 192nd St l 2rrd ·"' -1.oi'-.i. "",.+,.,.+..-• ... ..,. 86th St ~ [D s-'O -~ "" E 200th St -;.-"" %---N 03 ~ St ·Se-&oznd·f!v w Cl ((l { ~ :, ' t-(/1 ' ""Cl (Tl -1.J.J -\ • ~ (n .J/} -lia ,r.f] ; za ~rn th St 3E ~liJBtih S -·--; -. 9.4 Ml 11321 SE 1!l2NI ST, ~ENTIN, WA !l8ess M•P by (R) ©198,-200~ 1,1,Atl,, N.Am., swit,:hbo•rd. u,, ,ubj,ct to VICll~ITY MAP Ll?Gl!.L DESCRIPTION: THE EAST HALF, OF THE WEST HALF, OF THE SOUTHEAST QUARTER OF. THE: SOUTHEAST QUARTER OF SECTION 32, RANG£ 5 EAST, W1LLAMATTE: MERIDIAN, KING COUNTY, WASHINGTON. EXCEPT TH£ SOUTH J0.00 FEET THEREOF, DE:£D£D TO KING COUNTY FOR li.OAD. Bl!JNCHMARK: Kl~'G COUNTY SURVEY MARKE:R NUMBER 5809 D1\TUM: NAVO 88 C()N'I'OUR INTERVAL: 2.00 · U.S. FEET ABB.{?EVIA.TIONS BLC C CB CL co BUILDING CORNER COMPACT CATCH BASIN CLASS CLEAN OUT STORM DRAIN D DDCV DI DOUBLE 0£CTOR CHECK VALVE DUCTILE IRON DOWNSPOUT DRIVEWAY ELE:VATION EASM£NT FOUNOA TION DRAIN OS D/W E:L £SMT FD FOC FF FHY FL H/C IE FIRE DEPT. CONNECTION FINISH FLOOR LF L/S FIR£ HYDRANT FLANGE: JOINT HANDICAP 1NVE:RT ELEVATION LINEAR FEET LANDSCAPING Ll:CEN.D: .OESCR!PTION STORM SEW£R SANITARY SEWER WAT[R AC l'AVING CONC. SIDEWALK NE'IY 1,: :•.' 'J ' ,r'!' ·~··. xx.xx MH MJ OVHD PLO R R/W s SQ FT S/W TC TP U.N.O. s w £ N NW SW NE SE: MANHOLE: MECHANICAL JOINT OVERHEAD PROPERTY LINE RADIUS RIGHT-OF-WAY SANITARY SEWER SQUARE FEET SIDEWALK TOP OF CURB TE:ST PIT UNLESS NOTED OTHE:RW1SE SOUTH WEST £AST NORTH NORTHWE:ST SOUTHWEST NORTHEAST SOUTHEAST EXISTING! EX. STORM EX. SEWER J;:(,__ WiJTER 1,-'.',.':i,.'.;J r-;~~ u· ... -·.··J xx.xx SPOT ELEVATIONS cowrouRs PAR;:1NG ---so~~ ---50-~ STOl'M CATCHBASIN SANITARY SEWER MANHOLE WATfR VALVE FIRE HYDRANT UTILITY POLE DECIDUOUS TRE:E CONIFER TR££ GUY WIRE POLE GUY WIRE: W. T£R METER 0 • • .. ::e: • * @ J., 1211 fR1 lE~lE~WlEij JUN 1 4 2005 lid) f{.C. !).D.E.S. -------------------------,--~,z':""'" • ~ .. , ' Ii:: · _'\?~tr¥~r ? • "I-...;-"-Ctl ~ ... :<Ii i:.i ki ~ '-0 Cti ~ ~~~ ts ~ ~ ~ e.; ~ ~ r.... !:ti~ ~ soe.;~ 1,-.j E-i ~~ ~ ~ q ....:i ~ e,... ~ t,j ~ ~ • V) c::: w z z :5 a.. p., "~ ~ .................. :- ...... "o',J ,.,.., ~ r.,i C\l ~ . ~ :::i Ct) 1:1:i 0 ~ t,j ~ 0 ~ ;c; r....~iit~ ~~~ ..... • ~~ e.; ~ 23 0 0~ ..;i ~ ~ ~ ....... X " .. -..., Ill Ill "' -.j- I N Ill co ....... N l'l ,,, JO ON co -..., "' • :z '"' -"' " •,t " "' .2 ,._., 10 '*' ~~ 0) ... ON· ~~ 00 .... . '..., ~~ Q 9 :r if . ' . :,'_ .";'<'i,' t ·::(\;; -.!: . .,: fi:,i 'j.', .. I < . , i -~;) ' 0 I ' o""' , .,_ '•';:·_.-· ·:'·'' ~ ~ / .. ·· : ,s---4ci~-:. .. ' ·.:'ii ' > ), ,l,. m •: ... !"': "\_·,. 0 I . ., . ''. ll'··". \:,. _ _,,._,.('\ i ;i:: . : : ,I :('(;,~\·! ., ~ m I ·.··)~t/~··~~-;ift-L+JJ:;j 0 ,.,,,_. ,,,,!;,,, \ 4., 'i:11>,\ 1~ ., ,, -~ .,, '),»),, '. '&,·,,'s,·c·; 0...., "'·.,· ... -.'\·?, /}~j{)<'i\1.J L----------------------------------------------------------------------------------------------------------------------------·---------------------------....JL..-;;;... _______ ...... ,...,, ' /:;;·/,---'. :, ~~---4·-"r'~ . LObS0009 . ,_ ·11 "i;: '""''} ' . -'f,-'.Jf'?; '.'-<1·.d ---======c...c:== --~ N s ~700 sq. ft. >700 sq. ft. -----------------------------------------------------------------------·-·-··--'' --------··--··--.... --"'-------------------------•--.... ------.. --------- E HOUSE (SCALED) HOUSE I ! I ( • - .. ,n • . ' DOWNSPOUT DISPERSION 1rlENCH, DTL 1/1, TYP ,, -'" ~" ~~ CONCEPTUAL jiJRAINAGE PLAN FOR KULDIP IN THE S. -TUJi.1BER SHORT PLAT LOCATED OF SECTION 32, E. 1/4, OF THE S. E. 1/4, NORTJI, RANGE 5 EAST, WASHINGTON TOWNSHIP 23 KING COUNT}T, HOUSE (SCALED) ~"S88'50'J6•E 161.23' ----- FOUND 1/2• REEWI W/ NO C/,l' \ 80.62' 80.62' I I I I I \ • ,_, -- '-;'--, CB -~~~~./ RIM = 500.40 12' ADS E.= 497.06 12' ADS W.= 497.06 I 1-, ASPh'ALT EDGE '\\ I r ' -·T I . --I I ' ' ' ! ' • i L ' I ----· l I I .._ I I I \ ' I ' I ' I ' I I • I .t· ' . .,, \ \ \ 'J~· C) • kJ <ci "' -"'I .. ·" \ - • • rl ·" . \ LOT 2 , 5,6141 SQ. FT. ilj\' .· . . GARAGE F.F.= 512.4± (TO BE REMOVED) GRAVEL ( N88'50'J5•w 80. /0' ; I'-' -~ LOT 3 1/; 5,614± 50. FT. I ~:...-----~----....._ \ 15.00' 15' INGRESS, EGRESS & UT/UTI' EASEMEHT -- NEW HOME 1 1 80.10' k I~ 0, p 1--+ -1- HOUSli--~-1-~~l,--~11--~-, I ----;,, -0 " • <o I "' lg ' . '. '' \ LOi I " 5,04J± 50 FT.\ I F.F.= 51 .2± \ (TO BE RE OVED) cc ! > I NEW 11-lOME ' ' I ! 13.00' 7.00' 1 ~ mw \ ~ I Lfl-c::--pt:==:~---4-I -i--,,J "' 8 \\r:;~-,I·. -. ':;! ,; -), . ~Q· 8 \ i DRIVE !l/1 Y ;i; " i!P'> al • -____ [ ' ... " f O -_ 2· o.oo· ·_ · 6.oo· ' .ii_ nrco,-::;c; 0,\1' ~-'i<t-~=c::.c.~== ,or , '-''-" Cr\~, , I R - . • D~L 2/1 -~-::: 2::~ ! I 5 '13± cc. i ?J/'20$1 -- 18" APPL[ -\ • 520± SQ, FT _ { Rad=25.C1J' ' r> ;.._ I "' ~I l~ 0 p ~ SHED ( ! Arc=IJ.18' · I I 6:_94• -26.00' --. ~ .. 66,59; -\ I ~ !'1/ ~a~~':s:::\ ' ;a~~~;:~:. 2 ~ -• \ J55.52' Rrc120R'D"10NGBEOFDUJrn-,1SciTES--HD_O_R(]Tp6f! I . \__ bo _ •. ,,",,,-" ---_:@L ~-c+---11 .SOCK[Ri I_ Ar_c= __ J -27'. ,_ --':, A-:__-25-°'60'--_-;-, _----'"~· --;-,--~~11-1--lp--~-7': .. :J-_I_-:--. :;_-_'"-c>:;. :-CC~·cc·~-_i,-,·'cc.;-.:-,~=-~=-~rlA:.-:+T ~--+,-_::·~,--i1--cn0· .,1;· .. 0~''/2 - ~ :i----· 1" · . '"-. · · · · :-~. 4 ·4 4 " · ., • . ..._ ?: -~ ·--C'"WC /IOUS[ '-~-.:::.-:_::_--.:. ---~--·.·~--:-·--~-··:··· ! --.---_-,· ·-.. ~ --------•· .. _,k------~· -4 -" ,/·,/ --iui --------~~-:_· /J/f/pc-~~=~~=c:1=cS-_""!~! ~,ICR[rE 1/[,C r ,, cu! .. _ ... /___ l/)RB-C-UT \ _/J~s~ r-·· .•. -· ---.----~·-":__-· _-'JU8 CURB cu! .. ---7'.:_., ·-~ DlID ---_ .:_ 1~ :io;~s 504 91 <BIBIB I ', 12' RCP E.= 504.96 I I -' ----''--- SITE BENCHMARK ·a• RIM OF SEWER IMNHOLE EL= 502.97 U.S. FEET \ .' ' 6' PVC N.[.,, 505.Jl ~cs / SITT: BENCHMARK ,· RIM = 507.80 TOP CEHTER BOLT ON F.H. 12" ADS N.= 504.54 , S.E. 19/!NlJ ST. EL= 510.23 U.S. F££T ( 12· ADS W.= 504.Jl \ \ 0· 0 0' CON(7EPTUAL DRAINAGE PLAN 1" =2()' ALL NEW ROOF RUNOFF SHALL BE ROUTED TQ DOWNSPOUT DISPERSION TRENCHE'S PER DTL 1/1. slope-~ - small catch basin or yard drain • ~ ~ Type I ~ 2' x 1 0' level trenches CB I I standard dispersion trench w/ notched grade board length 1 oo· per 700 sq. ft. of roof area. j > Min. 2% Driveway Cross Slope ~ Slope L...---:--1--------,f--,I--- I ~ see Figure 4.2.2.C of the Surface Water Design Manual 2' TRANSITION STRIP (CRUSHED ROCK) I I I I I w. M., f--w w ~ VJ .. ' PLAN VIEW OF ROOF NTS TRf:NCH X-SECTION NTS I DTL NTS 1L1. DOWNSPOUT DISPERSION TRENCH , -• •a DTL 2/1J __ DRIVEWAY DJSPEB_SION NT'S' . ,, ----------------.. ·-------·--. --------~--, VICINITY MAP • -------,"--------~--" LEG'..!lL DESCRIPTION: THE EAST HALF, OF THE WEST HALF, OF THE SOUTHEAST QUARTER OF T/!E SOUTHEAST QUARTER OF SECTION J2, RANGE 5 EAST, WILLAMATTE MERID'AN, KING COUNTY, WASHINGTON. EXCEPT THE SOUTH J0.00 FEET THEREOF, DEEDED TO KING COUNTY FOR ?GAD. BENCH!JARK: KING COUNTY SURVEY MARKER NUMBER 5809 DATUM: NAVO 138 C01'!1'0UR INTERVAL: 2.00 U.S. FEET ABL\?S' vlA J'/O}i,S BLC BUILDING CORNER C COMPACT CB CATCH BASIN CL CLASS co CLEAN OUT D STORM DRAIN DOC\' DOUBLE DECTOR CHECK VALVE DI DUCTILE IRON OS DOWNSPOUT D/W DRIVEWAY EL ELE'IAT/ON £SM/ EASMENT FD FOUNDATION GRAIN FDC FIRE DEPT. CONNECTION FF FINISH FLOOR FHY FIRE HYDRANT FL FLANGE JOINT H/C HANDICAP 1£ INVERT ELEVATION LF LINEAR FEET L/S LANDSCAPING Ll'CEN.D: OE~ICRJPJ'JON l SfOic-.\1 SEWER SANITARY SEWER WATER AC /'AV/NG CON,,. SIDEWALK ' spar ELEVATIONS NEFY xx.xx MH MJ OVHD PLO R R/W s SQ FT S/W TC TP U.N.O. s w [ N NW SW NE SE CON.OURS PARf.fNG ---50~-- STOF M CATCH BASIN SANl'ARY SEWER MANHOLE WATER VALVE FIRE HYDRANT ' UT/LI TY POLE DECIDUOUS TREE CON/•0 ER TREE GUY WIRE POLE GUY WIRE WAT!.R METER MANHOLE MECHANICAL JOINT OVERHEAD PROPERTY UN[ RADIUS RIGHT-OF-WAY SANITARY SEWER SQUARE FEET SIDEWALK TOP OF CURB TEST PIT UNLESS NOTED OTHERWISE SOUTH WE:ST EAST NORTH NORTHWEST SOUTHWEST NORTHEAST SOUTHEAST EXISJ'/NC [X. srORIA EX. SFW[I,' --50---- 0 Ill.I @ -----------·----. -····--·------·--·-·· • () ~ I-I H ~ ~ tg ~ "i ~ ~ ...;J ~ C"'"i 0.. ~ ~ a ~ 1./) Cl:'. w z z <( _J CL Q) . s~ co ~ ~z w u • ~ ~ • ''tj-h' "' .,_ VJ -~ kj to • VJ kj kj (.) ~ ::C: ~ a ~h~~ kjk, ~ ~a~~ ::::; h VJ h -~;": 'tj-~, __ .._ "'..... .. _ >"""-~ .,_ ""' . Cl c,;i ~ gr_.i°'l~ "< . ~ ::::; C'l ::i:_, 0 ~ VJ t.l a~~(.) i:... .... ~~ a~ ~h >--i • F~ ~ ~ iJ a a e::: -.:i t.l ~ k, a "' "' a, "<I' I N "' OJ ~ N t'J "' "' ON OJ~ a, • z~ "' " "<I' " a, 0 ~ - .. 1-w w I (/J 1 I • I NOTE: • SHORT PLAT NO. ___ _ KING COUNTY, WASHINGTON 7 ').I I "I I --~----------!O'S!" I If) 0 <.a lf)oco I HOUSE lf)g le , ,_ lf) I I "I ,- If) LOT 15 CURDEV SINt.";H SHORT PLAT LOCATED IN THE S.li.:. 1/4, OF THE S.E. 1/4, OF SECTION 32, r 'Sj-/ .... / l{)/ / / HOUSE (SCALED) / / / / / / TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGTON / / y / / LOT 16 HOUSE (SCALl:D) I rv I I I I W.M., LOT Ii RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1" =20' 1 inch = 20 FT. • 20 0 20 PORTION OF: S.E. 1/4, S.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. HOUSE (SCALED) BASIS OF BEARINGS: BE:ARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH 88'50'36" WEST AS SHOWN ON THE PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: . EXISTING IMPERVIOUS SURFACE I I I LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8303080870, RECORDS OF KING COUNTY, WASHINGTON. ON PROPERTY = 5,032± SQ. FT. / ~ FOUND 1 '2'" REBAR W NO CAP ~ HOUSE (SCALED) LOTA K.CL.LA. NO. 12f>5021 / / I / I I I I I I I FOUND I '2'" REBAR W NO CAP 0.51' S. & 0.84' W. OF PROP. COR. I ( FOUND 1 t' REBAR W NO CAP 0.88' S. & 0.4J' W. OF PROP. CO • ' \ TRACT F' N 0 LI) 'Sj- 0 \0 \ <.O 0 I!) \ co 0 \() . ~ ~ .... ~ ~ ?J .,.., ~ . " ((! ~ / / / / S88'50 36 .E 161 _23 , 0.J5' N . .!._0.44' W. OF PROP. COR. 1 r~ r, r, 80.62' END OF FENCE IS 0.2'± N. . Ln 80.62' FENCE COR. IS 0.6'± N. & 0.2'± E. OF PROP. COR. & 0.5'± W. OF PROP. COR. ta-APRICOT LOT 2 6,062± SQ. FT. ~ ~ 0 \ GARAGE F.F.= 512.4± (TO BE REMOVED) -------""':' -· · · .. -:-;::._,. · ·,: :, ~ ., LOT J / \ / :?\ /'.{~-~'it~~: .. ?tee, '·"" so n: 1.< . : ... GRAVEL\.;·· )\·/~,>/ ~; L .• . . . ; \1 c'1 : >. . · . . . . ·' °:' ·-,, ~ r1i K.C.S.P.L~: t.2001 '<)/·,• .. · ... ,.···.-/ \ ~ 24,160±::0.FT. \'i._./.<1 ''<( ( .· . <:' ;:;.;,)::! r, '<. · · · ·.:., r':!-/(7§' I_·',.> ···, .--------~-~---4,,,,--·;..,.·· 1 rY',;f ~ i . '.1 588 '5036"E 65.10" \._·.·: ~I/~ -r'"-\,t S88'5036"E 65.10' \'.·. q;'· ... ' I I '\ s,., I,·· 1 1/'··. I l ~ \~'-<§ ~ ~ liill.\1 ,.,·. ""'· ·,en lJ..r f•··-;5···-· i \iJ I Ri OJ (}:~ : : 1.,.(1) I c'1 I /··:.:'<. ··1 't i<··:~-., I fl) 1 iV ·, 15.00 15.00' ,..., 'I ti> . ~:~ ~ 1> ~ I t ·. . . <n 1 · ..., .'..., LOT 4 ,:' •'~ '· .:.,.1 •394·.L SQ FT. I'' . :,:,, S7 1:,·-.,.'_'•:'_t .,. ..i:; • • ; · .. ·,·, .' .· · ·-: .;>------I .• .· .· I r"' x; 1,'68iA£0 n; . i\;~l · · 1 1,-· e}\\1 1 '\ ~ I. · ... :(1 f.., ., .. I ~ lg LOT 1 4,J8Jt SQ. FT. I---------- t,i~!·~ ~ ta-APPLE 0 ~ ;,,-.,~: \ [:i'.r:;i\/_;:\ ~ 36.12' ;). ~-'1 80.00' .. ·· '''.•·,···, ----I° . . ·. •. I I '_:\ .. ,·:, I 39.40' • 0"'Q ~ REC. NO. 9201220877 FOUND I';! REBAR W NO CAP 0.15' N. & 0.47' W. OF PROP. COR. -------~y-----------2 I ~ -" OJ m ~ SHED LOT 18 HOUSE FENCE COR. IS 0.8'± W. OF PROP. UNE -------------2 NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.$. WEB SITE. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARK: KING COUNTY BENCHMARK NO. 5809 FOUNIJ CONCRETE MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORNE:R OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ELl:VATJON = 514.98 U.S. FEET. SITE BENCHMARK: SITE BENCHMARK "A" TOP CENTER BOLT ON FIRE HYDRANT ELl:VATION = 510.2J U.S. FEET. SITE BENCHMARK "8'' RIM OF SEWER MANHOLE ELl:VATION = 502.97 U.S. FEET. CONTOUR INTERVAL: 2.0Q_. U.S. FEET. LEGEND: 0 ® FOUND REBAR W/ NO CAP AS DESCRIBED SANITARY SEWER MANHOLE (I![]] .. Ill :g: J., @ CATCH BASIN FIRE HYDRANT i(C. D.O.E.S. 2 -----------------t,ii~: ~:il/;: ~ !:-·••:···; 155 . 520 12' TO BE DEDICATED UPON :r.•·._,_._._:··.'_•·_._:_ ..•... • .. _·.·._ .. ,_.···_•·:··-:_· .. -;_'_._·_._ ..•. ·.•_·:· .. •.·.··:: t{ 0, 0 ~0---- ~gKlf~~ --=-~-:-~·~5!04-:-· ~--.,.,-~~~~-,;~.;.:;·\=.':c;._ ..... ~;~_-=5::;0;;;...,..:R;f:;:;:D=.:~:.:. Of:TH:-'_S-:_S~H-O_R_r_:-:-~-,~~~--.::;..~~~rf.i"v~~2:.I':, ~2,:/)~?:lf-li[C_"" 920122/JlJll -"--2 WATER VALVE WATER METER GAS METER POWER METER UTILITY POLE GUY ANCHOR LIGHT POLE ELECTRICAL BOX BOLLARD DECIDUOUS TREE FOUND CONCRETE MONUMENT r BRASS DISK IN CASE (S. 1/4 COR.) 32 [:::@Ej---5 , __ _ CB ----~/lflll!'=====~~T(C:OONNCC;RR£Tifil£~VEi~RmTICALCALCCWUR~B~~~~/~cuuiR;Bqc;uufTl. ~~~~f;~:::;::~:J~ii~~§~JU~~ CB RIM = 500.40 r CURB CUT • RIM = 507.45 It' NJS E..= 497.06 ----W------1--g Q'l""Q'l : [[DI]>(_ 12' NJS S.= 504.91 12' NJS W.= 497.06 W------w------""w ;· / 0 12· RCP E.= 504.96 W--=----~W / ~ CB o PVC N.E.= 505.37 SITE BENCHMARK "A" W --1----1 fl) RIM 50780 FOUND CONCRETE MONUMENT I TOP CENTER BOLT ON F.H. : 12" ~s N:= 504.54 w/ TACK IN LEAD IN CASE 1 S.E. 192N.D( SJ'. EL= 510.23 U.S. FEET ---·· 12" NJS W.= 504.Jl (SE SE. COR.) -w-BURIED WATERLINE PAINT co?'< --EJ-WOOD FENCE \j\A,\N f\L'c. .J • * WIRE FENCE ~~!!.!::~01:!1.Bf!i~1:i!.~~~~'AR~~-·_1;1_,~_0L_E.--J....-----~: :. ~ -------.. ----------------~~~ ~~o-_·3 --~-,Y-_-~-~~-~-~\(~I~-~-~--~---__ ... 3: S89 '04 '13 '1: 295 .\7;:·. . . . . . · · · · · · · · · · · ~S]S' · · · · t ;@~--......!.. S"'"-H-~-:~-1~~ 3 ASPHALT EDGE EL.= 502.97 U.S. FEET <.J' .,,. --------~~---------~\--t~WH----~~-----------~i~,~--1-----------~~~~~!!.J~~ RIM= 512.54 w ('.) <( Q.. "-. • _J INSTRUMENTATION INSTRUMENT USED: SSMH \ o>\ ASPHALT EDGE ff PVC E.-W. ~ ~ RIM = 502.97 '1?.l? CTR. CIWINEL = 498. f 4 :g: ~ a" PVC E.-w C N th t In ~ LINE DELTA RADIUS ARC INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A10LG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. CURVE TABLE: en,. CHANNEL. 489.72 i Su~~ef Plan?a~ ~es Enginee';; INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. J2, T. 23 NORTH, R. 5 EAST, W.M. GEODIMETER 600 C1 89'.34'41" 25.00' 39.09' FIELD SURVEY CONTROL METHOD: CLOSED LOOP TRAVERSE MINIMUM CLOSURE 1 :22, 000 IN COMPLIANCE WITH REQUIREMENTS OF W.A.C. 332-1.30-090 C2 90'25'19" 25.00' 39.45' 945 N. CENTRAL, STE. #104, KENT, WA (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fox) E-MAIL: cni@cromernw.com 98032 DRAWN BY: T.E.C. CHECKED BY: 0.8.H. PROJECI NAME: SINGH SP//CREATE:D: Mon Aug 16 08:50:00 2004 //PREV. PLOT: Fri Feb 04 09:58:47 20Q/5/PLOTTE:D: Tue., Jun. 14, 2005, 15:05:00 DATE: JOB NO.: Tue., Jun. 14, 2005 2004-1 19 -··-··· SHEET: c··., '\ \}-. 1 inch -20 FT. , ,jd ·, SCALE: C:\ WORKING TM JOBS\2004_:,·1·<.9._:p'ro} ~-"·-" 32 SHORT PLAT NO. ------- KING COUNTY, WASHINGTON GURDEV SINl:;.H SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1" =20' OF SECTION 32, TOWNSHIP 23 NORTH, RANCE 5 EAST, KING COUNTY, WASHINGTON W.M., 1 inch = 20 FT. T HOUSE (SCALED) r PORTION OF: 20 0 20 rv I I ry I rv I S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. NOTE: I C'\j 0 ,;J---"'."----------:lO a~ lO O <l'.l lDO I.O HOUSE lo ,~ l() I I I I LOT 15 't / ~ / l()/ / / / / / / / / / / / / L.OT 16 HOUSE (SCALED) I I I I I I I I I I I I LOT 17 HOUSE (SCALED) EXISTING IMPERVIOUS SURFACE ON PROPERTY = 5,032± SQ. FT. / / ,,'//~ ~ FOUND 1 '2" REBAR W NO CAP ---f---- HOUSE (SCALED) LOTA K.CLLA. NO. 1285021 / / I FOUND I '2" REBAR W NO CAP 0.51' S. & 0.84' W. OF PROP. COR. I ! / / S88 0.35' N. & 0.44' W. OF PROP. COR. W~E~~· -J .--,-------r, ,. , FOUND 1/t' REBAR W/ NO CAP 0.88' S. & 0.43' W. OF PROP. CO [ ' I \ . " o::i ~ I <l'.) 0 lO TRACT F . ~ 1\3 ..... \!.J C'\j 'q- ~ 0 en I.O ,;\' 0 l=) I.O .,., <J] ~ 0 1.() . ~ [g 80.62' END OF FENCE IS 0.2'± N. . IC) & 0.5'± W. OF PROP. COR. ur APRICOT LOT 2 6, 062± so. FT. (J\ _, 0 \ S88'50'35"E 65.10' \ '\' r/} LOT 1 4,JBJ± SO. FT. GARAGE F.F.= 512.4± (TO BE REMOVED) I .. • ,:y- r::..-. I : • .'_' I .• ... '. . :_ .. /·. \ :'.'.'..·.·· ,.:·-1 : .\ : ··._ .. · ·. . · ... GRAVf.L ·. .· ·· . . ... <j \ \~ .. : '. ·, I ·. , · I L --··.·,,-:·.I r.-. ~ ..,,_-... _: [ , .,. . .r'· • ·' 1/···:::,.:-:, I I ' . ' . l ,~-->) ·.-~::_.~ ·_, -. -. I .,· . '. It) .1 ·•• 'CONG... .. . f'.·'.,·:-:s:!' . : .. '.. . . j .·· ~l _1;.... f·· . . ... IQ) i ;. ~ 1Rj 1; .. : Cl) I r /' ,.-:,i-. ·.·, (. . "c(. I 1' V I 15.00' \:;·_.~ I':··~. ,\ ~ \ .. -.. ~ , .... ·-.-· ·)7 : : . . : 15.00' ~ ·\ : j::·· i) 1,46; A Io. FT. i A 31 "20'30" "" * 'v "-1 ••• :, 80.00' t F/ad=25.00 • "' 18" APPLE 1 -~ i· :. _ --------~ Arc=13.68' 36.12· r -~<: 80.62' FENCE COR. IS 0.6'± N. & 0.2'± E. OF PROP. COR. LOT 3 r, FOUND 1 '2" REBAR W. NO CAP 0.15' N. & 0.47' W. OF PROP. COR. _______ )y-----------? I ~ . ~ .,, LO ..... ~ I ., p 0 l=) g/ C/) ~ + SHED LOT 18 HOUSE FENCE COR. IS 0.8'± W. OF PROP. LINE • .SQ o 155.52' t, -------------( 2-----~'-'_ ---'." _ _ _ _ ___ Q cJ'f~ ___ :::-A~~:c~~ 25 =· 60 ~ 5 ~ 0 : 4 ==-~-·-~~~,/_-+:'7,,:·~··+:1':~.:p.-_..:~;.... .. R;E<~bi;~;b?;NG~B£,;~F-DE~~=lf~~-~:Ei:oR:U:~~~t:r~Ji,~ff;};/~~x~:,\ _ _::~~~icfi~~~~~r{, c:2.r~·;:.:.::'·~6,:,:.:_(:>'. REC. NO. 9201220877 ~ ca ____ __,/~====~==== -= ---c....~7"".cccom~ocR?inrrr~vm~ri1e1cAL~cC1,u~R~~-:;,=~1 ~c&!u~; 8 ~>i;uffi,'.:r2··'L: ==-~50~6~~p13 ; 4;·o~o~-~-=-=-;=-=-=-~:so:a:li-}i{G,;?j{!ff\j\~0 ~~~ 0 ~0 ~~~ 0§0 ~0::;0iji~~1rr ... rm.;,_=='.:_-':''='•·•·=::'':-c'.==:-._··=: . .-==:··~:!;."':=.~·:~j-----------( FOUND CONCRETE MONUMENT W BRASS DISK IN CASE (S. 1/4 COR.) RIM = 500.40 i CURB CUT RIM = 507.45 12" ADS W.= 497.06 W ------"' ;· 11' RCP E.= 504.96 W------W g ~ BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LIN£ OF TH[ SOUTHEAST QUARTER OF SECTION .32, TOWNSHIP 23 NORTH, RANG£ 5 EAST, W.M., BEING NORTH 88"50'.36" WEST AS SHOWN ON TH£ PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8303080870, RECORDS OF KING COUNTY, WASHINGTON. NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME. SURROUNDING HOUSES WERE SCALED FROM D.D.E.5. WEB SITE. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARK: KING COUNTY BENCHMARK NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORNER OF SECTION .32, TOWNSHIP 2.3 NORTH, RANGE 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET. SITE BENCHMARK: SITE BENCHMARK "A" TOP CENTER BOLT ON FIRE HYDRANT ELEVATION = 510.2.3 U.S. FEET. SITE BENCHMARK "a" RIM OF SEWER MANHOLE ELEVATION = 502.97 U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET. LEGE'ND: 0 © FOUND REBAR W/ NO CAP AS DESCRIBED SANITARY SEWER MANHOLE mm .. m @ 0 CATCH BASIN FIRE HYDRANT WATER VALVE WA. TER METER GAS METER POWER METER UTILITY POLE GUY ANCHOR LIGHT POLE ELECTRICAL BOX BOLLARD DECIDUOUS TREE .---·---------· : EVISION L05So009 ~ rt5)n ~t~~~~ '[)\ [n) JUL 1 4 2005 /ld) l{.C. D.O.E.S. -W-BURIED WATERLINE PAINT -[}--WOOD FENCE * WIRE FENCE 1:t' ADS E.= 497.06 ----W -----+--~ @,,,@ mm>( 11' ADS S.= 504.91 W ---'-·---....--W ci CB o PVC N.E.= 505.37 SITE BENCHMARK "A" W --,.----.... O'J RIM = 507.80 FOUND CONCRETE MONUMENT [::@(] S If'. I TOP CENTER BOLT ON F.H. 12" ADS N.= 504.54 W TACK IN LEAD IN CASE . . t B,?Nf S'T. EL.= 510.23 U.S. ITET •• ---· 12" ADS W.= 504.37 (S.E. SE. COR.) 5 ..... __ _ ----1--·---,, 655.75' -------J~_2__ 3.3 ~S>![ITE1=..gjBEi~N~CH:!,1!!M~'AR!!5,K~·tB"~,....),r----@:_ ~ _-_ ~ -----. ___________________ NBB •5o '36_ "W 2624 .84\' (MEAS·~ ___ :::. . :_ RIM OF SEWER MANHOLE -----S89"04'13c-2':!3:i1· -----------------------------------------+--~@ --··5 4 ASPHALT EDGE EL.= 502.97 U.S. FEET 0 , , ---~---.!.. SSMH --------__.:,~~--------__.:,\ __ 1~;;;-----\~----------~·~~~--L ____________ ~'i>~~~!:!.J~~ RIM = 512.54 INSTRUMENTATION INSTRUMENT USED: ' GEODIMETER 600 SSMH o>\ ASPHALT EDGE If PVC £.-W. ~ RIM = 502 .97 ~ CTR. CHANNEL = 498.14 'b :g: CURVE TABLE: LINE DELTA RADIUS Cl 89"34'41" 25.00' ~ 8" PVC E.-W. CTR. CHANNEL = 489. 72 ARC 39.09' ·----------------------- INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A 1 OLG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.£. 1/4, S.£. 1/4, SEC. 32, T. 2.3 NORTH, R. 5 EAST, W.M. FIELD SURVEY CONTROL METHOD: C2 90"25'19" 25.00' 39.45' 945 N. CENTRAL, STE. #104, KENT, WA (253)852-4880 (local) 98032 CLOSED LOOP TRAVERSE MINIMUM CLOSURE 1 :22,000 IN COMPLIANCE WITH REQUIREMENTS OF W.A. C. 332-130-090 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com DRAWN BY: T.£.C. CHECKED BY: O.B.H. PROJECT NAME: SINGH SP//CREATED: Mon Aug 16 08:50:00 2004 //PREV. PLOT: Fri Feb 04 09:58:47 20()6/PLOTTED: Tue., Jun. 14, 2005, 15:05:00 DATE: Tue., Jun. 14, 2005 SCALE: 1 inch 20 FT. JOB NO.: 2004-139 SHEET: C:\ WORKING TM JOBS\2004-139.pro .- i .;,,,,, • '. ,, -------------~~------------,.----------------·----------=,------------------------,-------------------,---------------... RECORDING NO. APPROVALS: DEPARTMENT OF ASSESSMENTS SHORT PLAT NO.~~~- KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LANO HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME NAME NAME NAME NAME NAME STATE OF WASHINGTON, COUNTY OF --------------- ~ss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT -----------------------------------------------SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNT{ OF ______________ _ DATED ----------------------- SIGNArU RE OF NOTARY PUBLIC ------------- PRINTED NAME OF NOTARY PUBLIC ---------------- MY APPOINTMENT EXPIRES -------- ) )SS. ) I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ----------------------- SIGNATURE OF NOTARY PUBLIC --------------- PRINTED NAME OF NOTARY PUBLIC _______________ _ MY APPOINTMENT EXPIRES ________ _ RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF OWEN B. HILLE PLS ......................... ~ ......... . SURVEYOR'S NAME ............. ' .................. . .................................. ' .... MGR. SUPT. OF RECORDS VOL./PAGE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS ____ DAY OF ------------• 20 ____ _ EXAMINED AND APPROVED THIS ____ DAY OF ___________ , 20 ___ _ SCALE: MANAGER, LAND USE SERVICES DIVISION -------------------------------------N/A ASSESSOR EXAMINED AND APPROVED THIS ____ DAY OF ------------• 20 __ _ -------··------------------------------- DEPUTY ASSESSOR PORTION OF: DEVELOPMENT ENGINEER ACCOUNT NUMBER _____ 322305-9038 ___ _ S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. l'i-------------------------·..._ _______________________ .ll... _______________________________ __. DEVELOPER/OWNER INFORMATION: GURDEV SINGH 19100 104TH PL. S.E RENTON, WA. 98055 425-271-6728 GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF ~:'ECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON N.T.S. ZONING, SERVICE & UTILITY INFORMATION: NUMBER OF LOTS: 4 PROPOSED DENSITY: XXX PARENT PARCEL ZONED: R-8-SO ADJACENT PARCELS ZONED: R-8-SO PROPOSED USE: SINGLE rAMIL Y RESIDENTIAL SEWER SERVICE PROVIDER.-XXX WATER SERVICE PROVIDER: XXX SCHOOL DISTRICT: XXX FIRE DISTRICT: XXX TELEPHONE SERVICE: XXX POWER SOURCE: XXX SURVEYOR'S CERTIFICATE THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPEl~VISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES IN __________ _feb:__2005 ____________ . -------------------------------------- P .L.S. CERTIFICATE NO. 40016 ::_·,-Cramer Northwest Inc. ... Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) . 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com S.E. 192ND ST. VICINITY MAP c~A/01 AF'PR'O\t~ n ~ l 7' /'/,f/1 , 1-'--l. I · · l!J J:L· ~ · 1 It IT..Y ./ 7 KING1~v~TY FIRE f , ... f'ERING INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A 1 OLG METHOD: TRAVERSE EXCEEDING REQUIREMENTS Or W.A.C. 332-130-090. INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 2J NORTH, R. 5 EAST, W.M. DRAWN BY: T.E.C. CHECKED BY: O.B.H. DATE: Fri., Feb. 4, 2005 SCALE: N/A JOB NO.: 2004-"/39 SHEET: 1 OF 2 Pf?OJEC r NIIIAE.· SINGH SP//CREATED: Mon Aug 16 08:50:00 2004 //PF<EV. PLOT: Fn Feb 04 09:56:57 2005 / /PLOTTED: Fn., Feb. 4, 2005, 9:58:J6 C:\WORKING rM J08S\2004-1J9.pro ~-- • ~ .. - \ SHORT PLAT NO.~~~- KING COUNTY, WASHINGTON rv I "1 o"" --1-________ _ct00~ HOUSE lOO[X) lOo lf) lo ,~ lf) I LOT 15 GJ ~ lf) GURDEV SINGH SHORT PLAT THE S.E. 1 / 4, OF THE S.E. 1 / 4, TOWNSHIP 23 NORTH, RANCE 5 EAST, LOCATED IN OF SECTION 32, T HOUSE (SCALED) / / / KING / / T / / COUN1'Y, WASHINCTOJV HOUSE (SCALED) I I I I (\J I I I W.M., LOT 11 RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1" =20' 1 inch = 20 FT. PORTION OF: S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. HOUSE (SCALED) BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANG[ 5 EAST. W.M,, BEING NORTH 88'50'36" WEST AS SHOWN ON THE PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNT(, WASH/N~TON. NOTE: I I LEGAL DESCRIFfTION: EXISTING IMPERVIOUS SURFACE ON PROPERTr' = 5, 032± SO. FT. / / ~ ~~~~ 32 [::@:::] HOUSE (SCALED) LOTA KC.LL.A NO /285021 .. 7,-... ---...,,~--· --~-• r_•_ FOUND CONCRETE MONUMENT W BRASS DISK IN CASE (S. 1/4 COR.) 5 ---- FOUND I 2" REBAR W NO CAP 0.51' S. & 0.84' W. OF PROP. COR. I I FOUND 1 2" REBAR W NO CAP 0.887s: & 0.43' W. OF PROP. CO • ' \ TRACT F ('J 0 . ~--~ ___ ,..__:.....~-,-~ " .. ~t 0 I!) \ <.O 0 lf) . I [X) 0 lf) ~ ~ "" \1J 'l' (\I 0) p "' ~ / / / / ~ FOUND 1/2" REBAR W/ NO CAP I 0.35' N. & 0.44' W. OF PROP. COR. 7----.~ SBB '50 '36 "E 161.23' ------1 .- \ \ 80.62~· ______ in-j \J END OF FENCE IS 0.2'± N. r-, r, _r, r, ao.62· I FENCE COR. IS 0.6'±_N~ . 0.2'± E OF PROP. COR. . . " 0) f2 & 0.5'± W. OF PROP. COR. 18" APR/CO r LOT 2 6,J6J± SQ. FT. 0 GARAGE F.F.= 512.4± (TO BE REMOVED) \u fr) :1' LOT 2 'l' r-i K.C.S.P. NO. 4J?2001 24,180± SQ_ FT . \ r------s_a_a_·5_0_·3_s_ .. E_s_5_.1_0_· ---"~(·'~\-;;;::·/~·"'-~':· ; -f>f<,~:J~ _ I _ \.:''{'.·):(( 588 •50 .36 E 65 _10 . l1t~}i. 'C._Ot/·G. \ J ~: ~ "' ffi ~II~ ----~ -\ \. .. ,:,•c,!Q .. ) [.•.,,. • .. , ···1 r:).,,•",··.,:.4.· : · · ~ !;:'•":.·:·~·· .<~. t-:·, .. ·-,· ..• • .\· .·,..;..i ... ·, ·:-~-:.'-:.• . .It); r ~.r .",,:u: . .r.~--: ti_'-;·i·::.:·-,'.•\:r:,· -~i • \~>:.::::>:···'.··. '1 t1r?{Jt i~ io ~ ~ f ti':\~ \•·,:·,.·ff)-.. , Q ~ :T 1.1 ... ·.-,, FOUND 1 1' REBAR W NO CAP 0.15' N. & 0.47' W. OF PROP. COR. SHED LOT 18 HOUSE \!Jiit:. I~~ ~ \~J!iJ)()t "* _ _J_ _______ -,'. ~ FfNCE COR. 15 0.8'± W. OF PROP. UN£ LOT I 4,J8J± SO. FT. I"\'·)~:: , l I·. ".<·· .. · I\I i! ~ s,<, lil~ 4•39 if's~ n t-':\::':' ifi:: n --------_ :/·,.,'c-'-':'\I r;\·: : o··, 15.47 · 15.54 · ~ r?~\?.:.' ' ' . -·" ,.• .. ',· ~, ,. ' .,, '\,/ />> S88 '50 '36'E 31 OJ' f{{'\'c:;1 lj!F/ti}t; . . 1?i]i{i:~;\ . "' 0) [B LI 31 ·20 '30" ~ ~ ">-1 (<,y ·· · , i PAT. I.,\ ., ... -, ,:-'----·· · ----------. ~ ~~~ 33·12 I~ APPLE 0 1ili 86:~Q!!~,, -!fil, 3940'~ -------------2 • 8 ~ CB -----~~~~~~ --CONCRfiE V55R0~-14C.I\L CUR/Fn;;---.__ I'" ., . ,, .• , "------:-'·'L:'i•.·,:,f)':. · 0 ~~·~::_:.ft(c·~B·:.<:.~_ ---------= -..) '-'!& t,:.'.i .•. f.·-.:.:.:,:;_:.·,:_:_:.·.:.:_::.:-... ~_:.:_\,'._:.:: .. :, -50"' -134 .00 ·----508 i:{::{\>.,1 ~ . ~ -(. C. CURB CUT u--:~w~l@}tl:0 0 ~ .. 0 0 O ® RIM = 500.40 .-CURB CUT RIM = 507.45 12" ADS E.= 497.06 ~ '9"'EB : [!Il]]>( 12" ADS S.= 504.91 12'' ADS W.= 497.06 ----.J---W _____ .. _'_ '" : 0 12" RCP E.= 504.96 W ------L W ---'--·--~W ------/ ;; CB 6" PVC N.E.= 505.J7 SIT[ BENCHMARK "A" W , frJ RIM = 507.80 I S.E. 192N.D ST. ----(-~--~ N88 '50 '36 "W 2624 .84 . (MEAS.) TOP CENTER BOLT ON F.H. ' 12" ADS N.= 504.54 EL= 510.23 U.S. FEET , ,..----· 12" ADS W.= 504.37 \, -------- I LOT 2, SHORT PLAT Nq. 482007, ACCORDING TO THE SHORT PL.AT RECORDED UNDER REC~RDING NO. 8303080870, RECORDS OF KING COUNTr', WASHINGTON. NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUND/NG HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCfIMARK: KING COUNTY BENCHMARK NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, ELEVATION = 514.98 U.S. FEET. SITE BENCHMARK: SITE BENCHMARK "A" TOP CENTER BOLT ON FIRE HYDRANT ELEVATION = 510.23 U.S. FEET. SITE BENCHMARK "B" RIM OF SEWER MANHOLE ELEVATION = 502.97 U.S. FEET. CONTOUR INTERVAL: 2. CO U. J. rT:f. r. LEGEND: 0 ® ID @ FOUND REBAR W/ NO CAP AS DESCRIBED SANITARY SEWER MANHOLE CATCH BASIN FIRE HYDRANT WATER VALVE WATER METER GAS METER POWER METER UT/Lin' POLE GUY ANCHOR LIGHT POLE ELECTRICAL BOX BOLLARD DECIDUOUS TREE -W----BURIED WATERLINE PAINT * 655.75' WOOD FENCE WIRE FENCE FOUND CONCRETE MONUMENT W TACK IN LEAD IN CASE (S. f. Sf. COR.) W.M. ~S/11_tTE:.....:81::f1=[J'l!NC~H~MA~R~K __1"8~--~----@ RIM OF SEWER MANHOLE [L.= 502.97 U.S. FEET ------------------\--. -------- 589 '04'13'£ 295.77' " -------l~~ .. -----------------------------------------t .. --~ ~@---.---._r_ SSMH ----5 4 w ('.) <( Q_ ~ . ASPHALT EDGE INSTRUMENTATION INSTRUMENT USED: GEOOIMETER 600 FIELD SURVEY CONTROL METHOD: CLOSED LOOP TRAVERSE MINIMUM CLOSURE 1 :22,000 IN COMPLIANCE WITH REQUIREMENTS OF W.A.C. 332-130-090 :g CURVE TABLE: LINE DELTA C1 89'34'4 7'' C2 90'25' 19" C3 78'27'41' C4 11'57'32" cs 11'06'55" C6 78'27'41' RADIUS ARC 25.00' 39.09' 25.00' 39.45' 25.00' 34.24' 25.00' 5.22' 25.00' 4.85' 25.00' 34.24' SSMH RIM = 502.97 8" PVC E-W. CTR. CHANNEL = 489.72 u'o o'\ ASPHALT EDGE _, ______________________ _ 945 N. CENTRAL, STE. #104, KENT, WA (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com 98032 RIM = 512.54 13'' PVC E.-W. CTR. CHANNEL = 498.14 __J 0 > INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A 1 DLG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 £AST, W.M. DRAWN BY: T.E.C. CHECKED BY: 0.8.H. DATE: Tue., Feb. 1, 2005 SCALE: 1 inch 20 FT. JOB NO.: 2004-'/ 39 SHEET: 2 OF 2 PROJECT NAME: SINGH SP//CREAIEO: Mon Aug 16 08:50:00 2004 //PREV. PLOT: Fri Sep 03 13:59:09 2004' /PLOTTED: Tue., Feb. 1, 2005, 13:28:03 C:\ WORKING TM JOBS\2004-139.pro ! I ! ' I I , I ! \ __ w - N s E HOUSE (SC.Al.ED) CONCEPTUAL DRAINAGE PLAN FOR KULDIP TUMBER SHORT PLAT LOCATED IN THE S. E. 1 / 4, OF THE S. E. 1 / 4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGT'ON ~) DOWNSPOUT D~ERSION TRElCH, Ori. 1/1~ V I I ROCKERY 0--1---= ---""'"";:;--8 .62' -- GARAGE F.F.= 512.4± (TO 8£ REMOVED) --80.62' LOT 2 6,062± SQ. FT. LOT J 6,062± SQ. FT. I \ I NEW HOME NEW HOME I GRAVEL \ \ \ i" I S88'50'J6'E: 65.10' ~ .~ .,,rlt./' I \ \ .;1; -.,----------+-"'~-~' ~.~1 r ~ s88'5o'J6"£ 65.10· ~ ....-..------... ; 11 ,,.~1; I I --; 1 ;:: I 2~ I -~\) o:i....---,---+-""'""'"'6.,_.---, :g.l[coNc._. ~~ I ~I \~1'. ~ ' t; I~ I ~ I NEW HOME -.. ' .. '' ................... ,f . DRIVEWAY "c--r-/' I · . · - ........... " "" .,. '"" '" " .p.,...,"'" · (46$± SQ, FT. < I DISPERSION DTL 2/1 . I ? J/'20'JO" Rad=25.DO' Arc=IJ.68' 36.12' c.." ···. ' ' \ -----t-...-='---? 5B'J9'Jo• -· · · . . . . . . -~ ? 90'00'00' R d 25 00 , . o J . . · : ... 155.52'. .. · Rad=25.;:;.oi,o·,,.. ~Nav,;~F2.,~~6Q,'..' --,,-,,,.~~•~-c-cc-c-a-+=,;v:,~· ·[: .. · .< <. >>:< .. 1:/! TO .. E DEDICAmJ UPON I I I I J9.4o' -- Arc=Jf4 .• .. ; .• _. '.~::--<-~ ·. · .. _:.~ ~i ,. •;:. ·. -·~· .. ~ , : ·. ·: ::. : ·: :: : ::.R,r.;~t~~·: . . ,.:, ~-:"";:-, l'J,·. '.:Al·.:,.,: :-:-f·.j..l c-:.'"', '1 .. -,-;;, ~.:,. .. ~ .. ~£ ~-··-..... ,. . ....... .._ ,·, 04 508 I' I SHED HOUSE CB ·-----',," Nf/1 CB-J RIM= 50J g, CONCR[!E 'IER!ICAL CURB 506- CB RIM = 500.40 12' ADS £.= 497.06 12' ADS W.= 497.06 - 12" ADS S.W.= pOO NGTH = 24.5 SLOPE 12 _gSITE:!!f.-JBif!ENYgCH!ffe.MAR~KJ"B~' =-~---@----- RIM OF SEWER MA/IHDL£ EL= 502.97 U.S. Fil S.S. 192ND S1'. -- / mu SfTf BENCHUARK •A• ( TOP CENTER BOLT ON F.H. EL= 510.23 U.S. fEEf CB RIM = 507.45 12" ADS S.= 504.91 12" RCP E.= 504.96 6" PIG N.E.= 5D5.J7 RIM = 507.80 12" ADS N.= 504.54 12' ADS W.= 504.J7 --------~--------~ -\ -~------------------® ---------\~---------\;~--\:=-;:im'----\;;----------.:'.6':,' ____________ __'0'0~----- SSMH '{, "\ ~ 'tJ RIM "' 502.97 k' ".::, -2 8' PVC £-W. CTR. CIWINEL = 489.72 CONCEPTUAL DRAINAGE PLAN 1" =20' ALL NEW ROOF RfJNOFF SHALL BE ROUTED TO DOWNSPOUT DISPERSION TRENCHES PER DTL 1 /1. slope-- goo sq. fl >700 sq, ft. PLAN VIEW OF ROOF NTS - I -small catch basin or yard drain 2' x 1 O' 1-- ~ Type I I ~ ~ level trenches CB standard dispersion trench w/ notched grade board length 100' per 700 sq. ft. of roof area, see Figure 4.2.2.C of the Surface Water Design Manual TRENCH X-SECTION NTS ------ level outlet 2' TRANSITION STRIP (CRUSHED > Min. 2% j Driveway Cross Slope Slope I ROCK) t c:r~f C: 0 --<::r • ' ~/s 1 C: :, --"' -(0 < .. ~ (0 ~ "' 0 ~ (0 i (0 ~ 0. 0 ~ (0 0. w. M., I >-~ f-I I t,_ w ,o w I F'.: ,~ (/) I I I I I '\ I I I I I DTL 1 /1. • DOWNSPOUT DISPERSION TRENCH DRIVEWAY DISPERSION NTS DTL 2/1. • NTS J lll ( • T -.... SElBthSt 11326 Se 192nd St ,E LO -,.~S 96th Si; !liE @liHilih S 1.4 Ml 11328 SE 1 S2Ni ST, l'tENTIN, WA !J8155 lll•P by (R) • ©1ge,-200, 1,l,Atla, N.Am., switchboard. Us, s,bj"t to VICINITY MAP LEGAL DESCRIPTION: THE: EAST HALF, OF THE: W£ST HALF, OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION J2, RANG£ 5 £AST, WILLAMATTE MERIDIAN, KING COUNT(, WASHINGTON. EXCEPT THE SOUTH JO.OD FEET THEREOF, DEEDED TO KING COUNTY FOR ROAD. BEJTCHMARK: KING COUNTY SURVEY MARKER NUMBER 5809 DA7'UM: NAVO 88 COJilTOUR INTERVAL: 2.00 U.S. FEET ABilREVIA TIONS BLC C CB CL co BUILDING CORNER COMPACT CATCH BASIN CLASS CLEAN OUT STORM DRAIN D DDCV DI DOUBLE: DECTOR CHECK VALVE DUCTILE IRON DOWNSPOUT DRIVEWAY ELEVATION £ASM£NT FOUNDATION DRAIN OS D/W EL £SM'' FD FDC FF FHY FL H/C IE FIR£ DEPT. CONNECTION FINISH FLOOR LF L/S FIRE HYDRANT FLANGE JOINT HANDICAP INVERT ELEVATION LINEAR FEET LANDSCAPING L1'fCEN.D: D.E.:!CRIPTION STORM SEWER SANITARY SEWER WATER AC PAVING CONG. SIDEWALK NE1Y xx.xx MH MJ OVHO PLO R R/W s SQ FT S/W TC TP U.N.O, s w E: N NW SW NE SE: MANHOLC: MECHANICAL JOINT OVERHEAD PROPERTY UN£ RADIUS RIGHT-OF-WAY SANITARY SEWER SQUARE: FEET SIDEWALK TOP OF CURB TEST PIT UNLESS NOTf:D OTHERWISE: SOUTH W£ST £AST NORTH NORTHWEST SOUTHWEST NORTHEAST SOUTHEAST EXISTING EX. STORM EX. SEWER JL>YdT[R 1,,,,.·,;,';1 1., ... , .. ,,,,1 _,·,4··.··. xx.xx SPOT ELEVATIONS CONTOURS PARKING ---,50---~~so~- STOIIM CAJCHBASIN SANITARY SEWER MANHOLE: WA1E:R VALVE FIRE HYDRANT UTILITY POLE: DECIDUOUS TREE CONIFER TR££ GUY WIRE POLE GU)' W1R£ WATER M£TE:R 0 II • ~ • • 0 • 0 • • e: • * @ J, LO? SO-(JO 9~, >(.C. D.0.E.S. ' ' ~ ~ Q.1 b1 ~ ~ ~ q i-4 ~ ~ ~ ~ ~ • U') a::: w z z :5 a.. -- • ~ ~ • "'" e,.; "!'JJ .... :'Ii r.;i: • !'JJ r.:i ""' C,!i ~ !:tj ~ 0 ~e-;~E-, "'1 ~ ~ [s g:f tii ::::i e-; !'JJ ..... "'"'ts~ 0.. ":;,; ..... ..... :,...· ~ C<) .... ~ r.;i "l ;.?; • ~ ::::i !'JJ b::i 0 ~ !'JJ u ~~~~ ;.?;~~ ..... • ~~ e-; ~ ;:§ 0 0 e::: ....:i C,) ~ [s ,.... )( 0 Lt') 't ... ....,, ~~ IO IO 0) "' "' ~~ .... I "'0) N 00 IO .... ..... (IJ ~~ ...... N t'l Ci: Q 1') IO ON 00 ....,, O> ,..., < : 3;: E : .. -0 0 ... -u z O • t.,J e, ~ .... :.: °' E • (IJ ., .,.. -E 0 0 o ~ I ... ... ~ u ,IOO "' N 'i: ~ Iii 'o (J -l 0 •t •• 0 -00 .... >-"' -' ....,, ::, m II ·<l:1-, 1=..-fc- :z L&J~·· "' ... (.)~ (.) 0 l,J<( • :z,.... IO 0 •,t " "' £! ....,, 0 (IJ (IJ .... I N IO (IJ ,.... "' IO N ._.. ::c 0 0 VI 8 0) I') -I 8 'I- :i:O .. o >-"' m" • zO 3: z: ~m QQ ' . . i '-·. ·, ' :-· .• . ;·;., ' ; .. _;" ·,:·i: 1 I. r -1 :~·,·:·,i_·r,.::,~1 ' ' -., ,.,. ' '' . ,, . ..-,~_{ . ,, . -: ·_ r,--. i·<·:,{:!,i ;· ' ' ' : . ~j-_;,',,.::-~~ ·.· ; :i:t,·:JJf~ ' ' .. <:ti •, ·.,. · 1 ·,3-_·u ,r,c..1~~'. I· , Y - " .. ; ,"s' l " , .. , 1, t. ·. ·.'·.,.·. ' ,• .-. . ., __.,.,,• • ', '' .}i " t\· ' • ., . . )r ' • ,, .• N s E HOUSE: (SCALED) "'a 0 CB- RIM = 500.40 12' Af)S £.= 497.06 12' Af)S W.= 497.06 - 'lo 0 I • " I C CONCEPTUAL DRAINAGE PLAN FOR KULDIP TUMBER SHORT PLAT LOCATED IN THE S. E. 1 / 4, OF THE S. E. 1 / 4, OF SECTION 32, TOWNSHIP 23 NORTH, RJ.lNGE 5 EAST, KING COUNTY, WASHING1'0N V ' DOWNSPOUT okPE:RS/ON TRENCH, DTL ~':;:, 0--1--,:,.., ---;8,=\-::62"'·~----~------, S88'50'J6"E: 161.2J' '-------80.62' CD 0 U) ~, ~ LOT 2 6, 062± SQ. FT. GARAGE f-.F.-512.4± (TO BE REMOVED) I \ I NEW HOME \ I GRAVEL LOT J 6, 062± SQ. FT. \ \ NEW HOME \ \ 1 k -, ,w .... $" S88'50'J6"E: 65. 10' \ I ,_, '-+------__ ---+---*-. S88'50'J6"E: 65.10' ~ ~ 11 ,.,,/:. I I c;i: I ----'-~~ 0, i:> -0 "' . . I ~ :Ii r-1-----,-,'" '~ '<J' ,----,----,--;··=,----. s, 2 I ~ -PJ~ sS I I N \HOME\ LOT \ 4,J8J± SQ, FT. .0.,, 'CONC. !:, ~ I I ~ I ~ ~1~--ij~ ._, t,) ~ I; I ~ I NEW HOME ; I 1s.oo· I 15.00' ~ I I L<lT 4 ~ r-_""1-.-.--.-.--.-.--.-.-"'.-.. ;,..,L;;;;·. ~-. ~-..../ l1! _J I 4,J94~ SQ. FT. ., ""'''''' ' ...... -. ~~-------r-'-'1--7 .......................... ,, ................ o3 -' .. ' ' ..................... ~ ....................... I I , DRIVEWAY '..,,....+-J-mf ..... .... , ------~ DISPERSION DTL 2/1 i'Ar. I ~I -+--"H' \(~~± sq. ~· . I I ka!~~~'.3Jlo'. 'r -cl . . . ~'s < I \ 0_, I I 7 90'00'00'Arc=1J.6:'5~'J~'.12'._ ·oo , •• ,=:::J/7 + ~ [ ~:5.S: -....__" '-: ~/I I J9,'!£ • Rad=25.00' ~ Rad-25.00 <'l , · · ·1 •. ·.-. · .•• · · · -12' TO £ D£D1t::'.TED UPON 8 Arc=J . ~ • '• ;· ·; , ',. _ • , , . . < <~OfiijlN~ .' , • , _ . I'., ~f,\ 4 ........... '' .,...... . .• •· •. "'"-,\ rg, 506 508 SHE:D HOUSE: NEW CB-J RIM = 50J COIICRET£ VERTICAL CURB CB RIM = 507.45 12· ..ws s.w.= r,oo / II!ID ---JiUN)PG7Ht'f;=if'24~.5'..--t-----------:f---~l!>l!>~l!>:__ ____ j__/f_ ___ ~;:--;;:::;;:;:;:-;;;;.:;-----_J SLOPE 12 SITE BENCHMARK •A" CB 12' ..WS S.= 504.91 12' RCP E.= 504.96 6' PVC N.£= 505.37 RIM = 507.BO -S.S. f 92HO S1'. -TOP CENTER BOLT ON F.H. EL= 510.23 U.S. Fm - ~S'!J1fff~B~£N~C~HMAR~K:,..:''4B'~_\.----®----- RIM OF SEWER MANHOLE: EL= 502.97 U.S. FEIT ________ \ ________ _ 'lo "' SSMH '{, RIM = 502.97 ,.. 8' PVC £-W. cm. CIWINEL = 469.72 CONCEPTUAL DRAINAGE PLAN 1 "·=20' 12' ..WS N.= 504.54 12' ..WS W.= 504.J7 - -----------------~ " "'o o' ALL NEW ROOF RUNOFF SHALL BE ROUTED TO DOWNSPOUT DISPERSION TRENCHES PER DTL 1 /1. slope-- goo sq. ft. >700 sq. ft. PLAN VIEW OF ROOF NTS - -small catch basin or yard drain 2' X 10' - Type I - - level trenches CB standard dispersion trench w/ notched grade board length 100' per 700 sq. ft. of roof area, see Figure 4.2.2.C of the Surface Water Design Manual 18 11 min TRENCH X-SECTION · NTS ----- level outlet 2' TRANSITION STRIP (CRUSHED ) Min. 2% j Driveway Cross Slope Slope I i ROCK) cr~f C: 0 g-~ t~·r t ...., . co ...., (1) (1) < ~ "' -cO C -"' i [1 -C -"' a. w. M., I >-~ I I- IC.. w ,o w I ~ I! {/) I I I I ' I I I I I DTL 1 /1, • DOWNSPOUT DISPERSION TRENCH --Dl~IVEWAY DISPERSION 2/1. • DTL NTS .) vi< a, ~ Cl (/) • ~ 11328J Se 192nd St ...,...-.i. c+-i,+-'-'ll ~...i..+--f-"T-LJ,J+--~ (/) --,~El 85th St: E 200th St 03 ~ St ·SHOZnd'~ -LUU"'( ,Cll ---11 lliE !10-BOh S 8.4 Ml 11323 SE 1 !2NI ST, ~ENTIN, WA ~••ss ~•P by (R) ' ©198-1-200~ r,l,Atl•• N.Am.,, ;witchbo,rd. u,, ,,bj,ct to VICINITY MAP LEGM, DESCRIPTION: THE: EAST HALF, OF THE: WE:ST HALF, OF THE: SOUTHEAST QUARTER OF THE: SOUTHEAST QUARTER OF SECTION J2, RANGE: 5 E:AST, WILL.AMA TTE: MERIDIAN, KING COUNT'(, WASHINGTON. EXCEPT THE: SOUTH J0.00 FEIT THE:RE:OF, DE:E:DE:D TO KING COUN1Y FOR ROAD. BE!iTCHMARK: KING COUN1Y SURVEY MARKER NUMBf:R 5809 DATUM: NAVO 88 CONTOUR INTERVAL: 2.00 U.S. FE:E:T ABBREVIATIONS BLC C CB CL co BUii.DiNG CORNER COMPACT CATCH BASIN CLASS CLEAN OUT STORM DRAIN D DDCV DI OS D/W f:L ESMJ' FD FDC FF FHY FL H/C IE: DOUBLE DECTOR CHECK VALVE: DUCTILE: IRON DOWNSPOUT DRIVEWAY ELEVATION E:ASMENT FOUNDATION DRAIN FIRE: DEPT. CONNECTION FINISH FLOOR LF L/S FIRE: HYDRANT FLANGE: JOINT HANDICAP INVERT ELEVATION LINEAR FE:E:T LANDSCAPING LECEN.D: J)E.'rCRIPTION STORM SEW£R • SANiTARY SEWE:R WATER AC ?AV/NG CON(J, SIDEWALK ' ' SPOT f:LEVATIONS NE1Y xx.xx MH MJ OVHD PLO R R/W s SQ FT S/W TC TP U.N.O. s w E N NW SW NE: SE MANHOLE MECHANICAL JOINT CNERHE:AD PROPER1Y LINE: RADIUS RIGHT-OF-WAY SANITARY SEWER SQUARE: FE:E:T SIDEWALK TOP OF CURB TE:ST PIT UNLESS NOTE:D OTHERWISE: SOUTH WE:ST EAST NORTH NORTHWEST SOUTHWEST NORTHEAST SOUTHEAST EXISTING EX. STORM EX. SEWER ---- ..£)!_,_ l'tt\TER 1,,,,;:,,,'.;I r.,:~,1 IJ:,,4•,.',,_ xx.xx CONTOURS PARKING -~-so~~ -~-so~~ STORM CATCHBASIN SANiTARY SEWER MANHOLE: WATER VALVE: FIRE• HYDRANT ' UTILilY POLE: DE:CIPUOUS TRE:E CONIFER TREE: GUY WIRE: POLE: GUY WIRE: 0 II 0 M 'e' • 0 Ill 0 • .. :e: • * @ J.. REVIS101~.J 18li ', \J,',i\/ ' -,_ ~ ' {Ri IEE t IEE D WI IEE f(J -JtJJ 1 4 200s IY l(C. 0.0.E.S. • ~ ~ ~ ~ ~ ~ "'4 ~ e,.... ~ llt:1 t...:i ~ 0 c.:i • ~ lt: • "I-...; "'-ill ... ::0:: i:..i l",;:i t.Q • ill ~ F«~~ ~ ~ ~~ ~ ~ ... !;I::.~ ~Cl~ ::i:: e-. "I-.~ ~ ~ "~ .... .... ~ 5J . ~ ~ ~~ ~ r,j ~ :::i ~ ~8 CF«~ ... ~~~ ~~~ ..., • ~~ ~~ c:i 0 Cl~ "4 (;) ~ ~ ....... :4: : -~.!:E .._ • -0 0 I--" :z O • l.aJ ~ 3: ,... l<: OI E • 00 " .._. -E 0 O o -I IC ""'-" Ill 0 .. t;; w :c en • N •-~ uJ ..-. C VI t;j O fJ ..J 0 .... 0 ,IX)..J)-~ ..J .....,< m II ..,: I ::I: • f= ,.... I C -z w ~ .. ..... 0~ 0 O W ,( . :c 0 .. Z.-.. OV> (/) Ill 0 ~ .._. 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