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HomeMy WebLinkAboutPermit D02-132 - FOSTER HEIGHTS - LOT 5 NEW SINGLE FAMILY RESIDENCEFOSTER HEIGHTS - LOT 5 1451047T"AVS D02 -132 ��/ ,- _� -- - - - '. ( �+"'� M • Cof Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , DEVELOPMENT PERMIT z t i-z Parcel No.: 2610000050 Permit Number: D02 -132 w Address: 14510 47 AV S TUKW Issue Date: 06/11/2002 6 m Suite No: Permit Expires On: 12/08/2002 U O CO o Tenant: w = Name: FOSTER HEIGHTS - LOT 5 _II_ f Address: 14510 47 AV 5, TUKWILA, WA w u- I O Owner: Name: TRIDOR INC Phone: 206 - 443 -7735 u- Address: 2226 ELLIOTT AV, SUITE A, SEATTLE WA N CJ' = W H j Contact Person: Z H 1 Name: CHARLES PRIB Phone: 253 - 631 -6864 Z O ■ Address: 14205 SE 255 PL, KENT WA W Lil Contractor: c co Name: LONG CLASSIC HOMES, LTD. Phone: p iF— ; Address: 1624 PIONEER ST, ENUMCLAW, WA W ' Contractor License No: LONGCHL05409 Expiration Date: 11/01/2002 I U ;, DESCRIPTION OF WORK: Z CONSTRUCTION OF A NEW 2,697 SQ FT SINGLE FAMILY RESIDENCE, 564 SQ FT ATTACHED GARAGE AND 95 SQ FT U co j COVERED DECK AREA. 0 F=—: PUBLIC WORKS ACTIVITIES INCLUDE: access driveway, land altering and storm drainage. PROJECT ON WD Z #125 WATER AND VAL VUE SEWER DISTRICT SEWER. ' Value of Construction: $258,850.60 Fees Collected: $3,272.85 . ! Type of Fire Protection: N/A Uniform Building Code Edition: 1997 , Type of Construction: V -N Occupancy per UBC: 7 Public Works Activities: , Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Hood Control Zone: N , ' ` Hauling: N Start Time End Time 1 < „t x ,.,,. i Land Altering: Y Volumes: Cut 135 c.y. Fill 135 c.y. F ' �'' r'i Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: S ,: y » Sanitary Side Sewer: N 4 ` 4 ' !1-, Sewer Main Extension: N Private: Public: Storm Drainage: Y ;17`..:7:-, k_ t,:g Street Use: N ” Water Main Extension: N Private: Public: ' 7 ' Water Meter: 1, _� Channelization /Striping• i t 5 a 'i S doc: Devperm D02 -132 Printed: 06 -11 -2002 ; �} [ " kt Cit of Tukwila -- -_ , - ..r ;■ `` � C � of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Q 1- Parcel No.: 2610000050 Permit Number: D02 -132 ~ w r • a M ,k. 111 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be Z stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and \,. Z following storms. £ • Y "` ) . 1 CITY OF TL' ''WILA R STAFF USE ONLY r ' t Permit Center Project Number: � 9/ 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 rsoa (206) 431 -3670 Permit Number: i 3a Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tonant: • — Value of o truction: oS1 1P_. MOM IN - I 5 :- otry Site ' re - /C2 4 f T 4 �, _ �� / Ci ty State /Zip: Pa� Property Owner. f7 ( - Phone: � ' -oak,, cuAse) t c- 4- VuwtES 'quo C) Aso 3, \ 2 - a.. Street Address' City State /Zip: Fax #: 1 2M btJ �� S i . - ice\,l�_ C. _ W - �7�t 7, 3te. 0 t ce Sr Contractor: Phone: • Street Address: City State /Zip: Fax #: Architect: Phone: C. P Q ( (� 1 _ I�.S1C.Nc� 3 L 8- ( _ 2A v31 le Street Address: City State /Zip: Fax #: , \`-\' OS" Se 7c: .6k-- . � t� ,- i IA c i90 y D iti Engineer: Phone: - E C A- EC> 3,120 g - -D- 1, b k Stre t ddr ss: _ City State /Zip: Fax #: Z Sre- &AOC- Niiii.A.0 IFsioto < Contact Person: Ph 1 ne: W cc Ct 2 L € \'( G Z-S3 4 31 Le - �! 6 Street Address: City State/Zip: Fax #: -1 0 t �oS SC aSS ` L Q L. 6. ry i � L b ' cwt �= o o U) 111 Description of work to be done: , Id ja t, / z l � ui _ F- ,� ;z A 47o ,Q W o Type of work: nt New Single - Family Residence ❑ Addition - Single - Family Residence 2 ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* u. Q ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) u d ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof I-- _ Is this site served by: g Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Z ~ Existing Square Footage for Structure: sq. ft. Dwelling ? =_ sq. ft. Covered Deck(s) W W sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U 0 Proposed Square Footage: 7....6 7 sq. ft. Dwelling / " 'q5 ✓ sq. ft. Covered Deck(s) 0 6 �� sq. ft. Garage /Carport , sq. ft. Accessory Structure(s) �_sq. ft. Uncovered Deck W W F (total by lot) � ', S /C� Floor Area Ratio: total floor area of all structures divided b the area of the lot G �/' U F. *For an Accessory dwelling, provide the following: .. Z Lot area Floor area of principal dwelling Floor area of accessory dwelling U 2 I- * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. 0 F- Z APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): II Flood Control Zone Hauling ,- Land Altering:A Cut c6S cubic yds. 0 Fill IS-Cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public f a Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public I ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp It Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous =Y Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- ';` viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. ''! : :: , ,' `: Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon r�:,.: t written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall ;' be extended more than once. ! • Date application accepted: Date application expires: Application taken by: (initials) & -/ 3 // 6- . ( kccv ; n `I i PLEASE SIGN BACK OF APPLICATION FORM `..,. 4111111 41111h SI'PCRMIT.UOC 2/13/97 !aim" .« ING -FAT I RESIDENTI ' L PERMI APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOW NG: ■ r DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H - 11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, Z downspouts and foundation drains, and where drains tie -in. x z 7 Parking plan. z 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. v 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. w o 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w w J = shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). u ' 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w O 0 high water mark. 2 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). d ❑ ❑ Foundation plan and details H W ❑ ❑ Floor plan Z ❑ ❑ Roof plan w O w ❑ ❑ Building elevations (all views) v o ❑ ❑ Building height cn ❑ ❑ Building cross - section o ❑ 71 Structural framing plans and details necessary to completely describe construction 1 v O �" ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. v cn ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, p F Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal.; I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF t , ' PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. =.'. BUILDING OWNER� AUTHO IZED GENT: ,I, Signature: G' Date: 5 Z � Print name: P _ �. �� 2 3/4944- Fax It I �i.1 Addre ( .4 , 1 , ,x A ft SFPERMIT.DOC 2/13/97 alk . •' rF,, .`. .^' •`�,.121eratoatim.....mMnruv i!2)n .ffitdb ..Y .... _ _ ..._.., .. z.s.r ■ ■ ■ i ( * : ! . ; h, * 6 4 City of Tukwila , .0. , . 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188/(206) 431 -3670 , Z RECEIPT ' , W 1 Parcel No.: 2610000050 Permit Number: D02 -132 v V p I Address: 14510 47 AV S TUKW Status: PENDING • N Suite No: Applied Date: 05/13/2002 W H . 1 Applicant: FOSTER HEIGHTS LOT 5 Issue Date: co o 2 4 i' O ' Payee: LONG CLASSIC HOMES w Z I ui U 0 ; N TRANSACTION LIST: 0 IE Type Method Description = W Amount I- H Payment Check 585 1,224.70 Z' U P O Z . ACCOUNT ITEM LIST: Description Account Code Current Pmts I PLAN CHECK - RES 000/345.830 1,224.70 Total: 1,224.70 f ,t'tt --- _ - L It i pi ..., y am. t w :n u !' 'ti i,''v' : ,T}C . 1 1x ii1i , ; �11 . •� �< t; 1r ..1.:7 16 TOT Al.. 7. . ^'i3‘, (j6 ;.a;,; doc: Receipt Printed: 05 -13 -2002 P i-..i'r1 i C of lukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188/(206) 431 -3670 RECEIPT , _W ` cc 2 Parcel No.: 2610000050 Permit Number: D02 -132 O Address: 14510 47 AV S TUKW Status: APPROVED N W Suite No: Applied Date: 05/13/2002 _ Applicant: FOSTER HEIGHTS - LOT 5 Issue Date: u) u_ 2 Receipt No.: R020000768 Payment Amount: 2,048.15 LL u) Initials: SKS Payment Date: 06/11/2002 10:30 AM = User ID: 1165 Balance: $0.00 Z _ Z � Z I— Payee: LONG CLASSIC HOMES U.1 ? ; : o TRANSACTION LIST: , 0 E- Type Method Description Amount LL O '. Payment Check 594 2,048.15 Z V) O ir- Z ACCOUNT ITEM LIST: Description Account Code Current Pmts • BUILDING - RES 000/322.100 1,884.15 INSP FEE STORM DRAIN 412/342.400 15.00 ! INSP FEE - UTILITY 000/342.400 15.00 3 LAND ALTERING PERMIT FEE 000/322.100 72.00 LAND ALTERING PLAN CHECK 000/345.830 37.50 PLAN CHECK - UTILITY 000/345.830 20.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,048.15 F. I I doc: Receipt Printed: 06 -11 -2002 _ J -] I - — - - - I C } h I I k In ctor: A Date: "" , , , „ 4 .00 REINSPECTION EE REQUIPiED. Prior to inspection, fee must be .,r• s p4id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. N i Afii R c i'pt No.. Date: i �.. b :.:.a ,1 r, ., aJ.:.; ..1 .!L:'J :, ...Ii•i > ,;r: ttti6'::•R. N!;:: Fi ; lri 'a YJt,l k K!r! , , - ... .. .. 4 ?} S+ a• S; r, i1:, M :W4. i. F�.; �14a «'xl:.! Xt"4<xiGt;. "m3_:V•t0^i1 ,.Y .i .' ! A; i:x %)ii!,, i , , . _ - - ) • Z ■ l: \ , Z Ce 4 1C 6 5 —J 0 0 0 CO 0 INSPECTION RECORD : w la I ) .. 111 I Retain a copy with permit Do 2 — i3Z INSPECTION NO. PERMIT No. .1 0 I CITY OF TUKWILA BUILDING DIVISION UJ . 2 ?- 1 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)43 -3670 g 5 I Project: Type of Inspection: 1 r A ...p -4 s. Cl-e t ro ( :c:_ostf Ig440ki a ., . u) — i Address: Date Called: I— ILI 5 - ) - 0 . . i z 1 ._ Special Instructions: L e. Date Wanted: r a.rn, I— 0 — g _ ?). 'pan Requester , 2 D I .1 c IN) 0 u) CT:61 (e0(.0. b07 7 0 1- , ILI Ili . I r, I-- '-' nApproved per applicable codes. 0 Corrections required prior to approval. r- COMMENTS: , Ili Z , 0 (I) • -- "±- I— - 0 I— ... Z , rA . , 1: • I ) . A . ■ ■ 1 , . 1 A 1 4 Ll v; 1 f : 4tAk TN In p ctor N. Date: vx..01.-ipre 4 "S --- fg — 0 — 5 ! 1 4 .00 REINSPECTI N FEE REQUIR . Prior to inspection, fee must be 1 kll 1 6--j pal at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Recep No.: Date: , :, ' - ,' ' , -., - -- ---- --- —4---- --- -- • ' • ' '' `-- '—' ------- ' ' " - -- " - ' ''''''''-'-',,,44,,,,4*.:4.1,,:,,4..,,,,„..,v,v4..tiv+t-,,,A,:a :4,4 ,L,LiAt ' "... P. . Z \ P ' ,1•••• Z re 2 6 D 00 U) INSPECTION RECORD 40 ILI 1 C) 2.40 — i3 a W i Retain a copy with permit _II_ INSPECTION NO. PERMIT NO. A p ,} 0 W 1 CITY OF TUKWILA BUILDING DIVISION -Ari • -.1 2 i 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 , 1 5 Project: Type of Inspection: it. < t r ( Wei G 44 - rS - Fa ArA I K.) (p. •.: D ( -2 cl I I Address: Date Called: 1 i- i A03 S • I LI 5.*%-c S - 7-- .:,.. i z 1 ... Special Instructions: Date Wanted: a.m. • I— 0 ■ Z I-- • - '''' S 0 3 p.m. ., LU tu I ' Requester: ' ; /\) - ..; D C) 0 ) u Phgne No: ' 0 -- a ._.3 Coo 4,- oo ?7 I 0 A pproved per applicable codes. 0 Corrections required prior to approval. , 1-- r- 4-- 0 COMMENTS: .: , , .. Z 0 P I ,.. z . V. ,. k . -.: "1 I . • ' 1 . '.. . , ? - .; , , lel.:..6.1,,..,,2. I' : ilitrAlj Y: , ' nspectos: Date: . ARt,Feii j ...fi,w.sz-, ) . ''' - S -03 , .-,' ° • • ; i $47.00 REIN ECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • , l'aPza 1 I ceipt No.: Date: ,t,r9t7,,,-if.1 I ! - --.......,1„. IA.. t ' . , ' • . . .., . I‘ '' W.44. ifM's.,, .I...'1 4+;iy.P... ''' ■ ' ..4*..14 \ION . , ...., . , . - .... . ' z re le 6 5 _1 C.) 0 0 w 0 . 0 w • INSPECTION RECORD Ill I _J Retain a copy with permi ..1)oa -I so, . u_ a INSPECTION NO. PERMIT NO. , ii i 0 : CITY OF TUKWILA BUILDING DIVISION 2 ; 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 g - - - J u.. < Proje : Type of Ingection: ' . -le i 90-s - 40-65 o t s : it--incLx A Date Called: Zi. /c1 s 3 .5 /I'S ,S-t • 04()/03 1— 0 - Special Instructions: Date Wanted: (') Z I — 0:5 /04 /63 P.m. 11.1 tu 2 D , Requester: D a 0 u) M r f eil - T — Yrc-ier 0 _ , Phone No: 0 , :c53 - 6006-0077 UJ ii i , I 0 • 0 N j ) Approved per applicable codes. 0 Corrections required prior to approval. , , z \-- COMMENTS: . Lli 0 0 - - I : Ct-A 5.71.P/03 17 uoilizd ,411 14/164.,(..„4 e 0 z 4,A, , .R."6 wc,ok aa,.4-_ 4-77h 0-4le S. / 5 - 77 a I q tArl-c.,( , • LA 5 -. 7 3 0 " e / I / 1, .. / .. , 5 ch/c33 ( (- -, , ■ ., ' „- , .. (7) , P , C /-) • 6fPx' J 1 i () 3 sr" ; , ...i 1 - k . j , . Inspector: 6-ti Date: 5 7 7 _ ) PN 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . : 141 '''! • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. c,f 1 • Receipt No.: Date: i'..N74. • ,,..,9,,....:, , 0., •'4•t4 44 41 - 6:“^t=,4:44:4 4W : i,I. .4,„ 4,, t4;,; 4 r .- . -‘ ' ' ) z - ' 1 j- Z ILI C‘ .c 6 5 -J 0 0 0 0/ ' INSPECTION RECORD w 0 1 DCD 9S Retain a copy with permit LU i : . INSPECTION NO. PERMITAW 7- - CITY OF TUKWILA BUILDING DIVISION Ibly,,,f! , i w , . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 2 ? - ;• Proje • .k.15 Type of Inspection; , g 5 u. < os-Ifr V\-e:st cif:4 .. i n Ici2A !Ac co D 1 5 . — 0 .... • Address: Date Called:e7) I 1 1 L n Av s 5- 1 0- O . I- LLI I Z I.- ..' - Special Instructions: Date Wanted• a.m. %--- t 0 3 p.m. . I- 0 Z I- Requester,1-\,.. w Lu 2 D • i r - rv, D 0 `,. Phone No 0 co 0 — IL uj , .11rApproved per applicable codes. El Corrections required prior to approval. I 0 I- !- 0 - ' COM MENTS: - Z r. lii co t < 0 C 0 r V ct pp rnved z i , . ''' ' lArtr‘or 1A)otk\ oarc9 — r J A prrcvc - A- - 0 ep r 0 v ce , .. . k • ,P, ..' - 1 '4 4 , . inspector )k; r.-- 4 /1/0. 9 4... Date: — 1 03 • , . p 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be [ zlia ,-gj , -.0. ) 3, . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Receipt No.: Date: .F. , 1 11 z,Aried4;.X,,iiiatksi&L.44:"ItZial:4,i ' 4 .P. , A 4 <x:z.i..q.....1rArrari41.44..0.••r, ■ ' A r- ,,,,k5, rgpriv ,4 ,, !,rf:;„,, . • - • - •••■. , ••■ . -, - - • • . 4.1 .• ..\ . . ' ..., Z \., I w CC 2 6 m ,, ,.:'._.:-,..: ,...„: \ 7 ,r : . . . , , , . . , -i 0 1 , •: ! 0 0 , . , • t 1 co 0 :H» , I , . INSPECTION RECORD , ,- .,.. ..4111.. (0 ILI ' Retain a copy with permit w i —I I— ■ .ir.-,:- ,.;:. , . INSPECTION NO P T ill. :•-''''..., ' CITY OF TUKWILA BUILDING DIVISION '"( • L u 0 ;.• • '. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 .:,..--,-.'.: Protct'e rs 4, 4. ....o r.5 I a • Address: Date Called: I— i lil Ae5 .5/7:1V.5 /# -q-& .:. Special Instructions: ; , Date Wanted: 7 e)z... Ca.m. 2 1.- o 15:1Tr: i LU uj Requester: 4-: 2 m ' . .. ' g- ' • ::,;,:',:•:`_. ..: .. • , • : . ......Z)a,e.e..P..../ D Ca 0 w ".• ' . ' 0 . , . , Phone No: Ce-,53 eZ 77 0 — LU u j I (.) • Approved per applicable codes. Corrections required prior to approval. 1 i' COMMENTS: Z .. , ' I LO tl :1_, 1 4' g ., . 01 . y\so ct ,-10A — c pe rO VS 1 , 0 r- 4- , :-. - .2 ... o I , ' : l' .. C ' ) W ' ;:,;:) :' '' (,:2:: — 421 — Ct. ,......) ‘ r•Aou, ck La ye., Al ct .31... ,..1_ , ' tiv■ n ,67 ve r -r , vile( v\ , e P hi , ( \Q — . \Q sa-CR \I ci rt 5 , .'4:'.:- •.:: ---). r ‘ —c- 0 , - is.:,:, :--, ' r se.cv c4-\ ■ a v- - Moo Nke ,,, ..... .5 . V" r0 -I- k C co(ar .9 av\S, ktotA) evv-kv iv - ( koor ot fi) re) V eI r '.- S' ' ) ..4 L.,. ..! .. t. ' :Asss? j ,%4'..',%,.:4''''ZS"•'.:;`:' , • 1re fer.V ' • s.V1 1 mr ..,It l.''.4 y N.sM i 1 / R k 2 1 1 iliq H e t i . , 4 , Inspector. . -' 3 ,ceAA S ir. Date: 0 7' C)2 • . , ...,, t ,•- . Ej $47 00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be iffiw:il '70 paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection . . ,,,,, • i ,..,... Receipt No,: Date: t. '•■• i ,z rg..2 :ii ss X .4 V. ' .7. 'l.;•::&4:•> .1.1'. t', s ,.4,... IS ,:,,,:•.:1,:s.....,-1....'-;.; s ..:... '.: .....4..: ...:, : • ..•1., . , ''" ,'' 7 ,. . , . . ._ , • , , , . ,,„..,''. ''‘';44 .4..4..{4.13g1i40.3v:AU.W..4i'ili.tsi&•;',...; .;!.'';.t''resM'Aftt.t eiT. , :iVir.„4,‘ ' . . • -, • z ;, -IC , INSPECTION RECORD Co o . INS N NO. Retain a copy with permit t f P ~ / . co i 1 PER o 1 ' CITY,:OF TUKWILA BUILDING DIVISION - f P co w 0 3 6300'Southcenter Blvd. #10 Tukwila, ' 2 0, ukw•la, WA 98188 (2 6)431 -3670 r" Pr`o• ct: Type of In 't _� YP sect ° cic I`T tc : 1 5 - iJt . ion:' i� f/ N D '`• '''' Addre s: Date Calle d I- ILI 4 j- Special Instructions: Date Want d:.: i f / v a� may,• � . W Re uest q,.. W Pone_N• U S' C - v - 3 1 o1- W A per applicable codes. El Corrections required prior to approval. `' I U COMMENTS: O r Z W w 0_..0'v1. -1 ` € —t- — z 0 I 1 G-_--) �( Vi Li A.. C- ",.. � ^IR/1,� t "nA A. .,.a P i 4 ' y }f f. C. • I • Pe • r: Date: i ' ("4 /D / -- V 'Z. --- `: : f l $47.00 REINSPECT! FEE REQUIRED. 'or to inspection, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. kirts ` Receipt No.: Date: Ip a � ci'..'., f , r ... . ....,S •r. �. .... .kn' : '1 _F, ^ ,1,41 , :N2 ; ;4;;;,4 ' :: ::4_d,.9 ..a , e ;! ..'.. ;.4" .""'"'...,,,A ti � ; ,.- ' ' .* "'01, ,, :° f4tti t Y W.0..:! ; C tt t t . wJ„ fired, ... .,. .. .. .. . ,... .. ... .. .... ... .. ... ... `.r1riG'i�i,. lax` f..� ' r. �.« aC F�,2 ��i Stif {i. , _- - COMMENTS: "3, t , ...1. — O C) ,8,31 7 I-74 Ra-6-14---, . UN �_ /, / (,q,;7/24/ I t Z ein/earrry, Gc,, /9 // r'd 0 7 /) /9 %Z . //' ,/I,✓O tiD� e) �/ . , iZe pl•�rD � n/�Gr�� �� ? �,.' 'r -I , eo 4- seMsit/- -! S /7 /L7•J � 4,- / A /7 CA / P'S - � , w ,�Q aJ c(190) G� /.� /e - ' ,4 A/dh di/ ..,) c (g,, do) 5,,4",7*-iL-- ... w ,, // U'/d-' /, ,d,,,,' We- T ( J 1 / / (() Ca t 9 '/a 9 . 1 ° /6115,44,-.1.., sc, , - �t // m, ss /�v ..� T"'I G '' ° , 1 Y" ` , , � � . ' 1� % c 7- A/ , / - 71 - � /5% r�1 t` om : ; ; ; tar , f e' 0 I hdv 88sedN6✓ - / ( /crse r B", :“ j;, • 410, Ct ector: / ■ Date ?r,. n z 7- f rlA '4'a"'*. ' r $47.00 REINSPECT! N FEE REQUI D. Prior to inspection, fee must be ' C: 1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. x 4 Receipt No.: Date: , P p' ; , ... + , I ..L ..-... . , r .. ... .... �. ._ , ..,..__ L._. 4. ....:: , ,..'`.a.:r.:..•;:E.:. •..:.....,.. .,s:: -=- . .. t.rr F' .. , ..�',. .ga .. . <w''".- ,as+. .,, a -. ... ;F .. ,. ''''Ftirrz:^+'4.itif���',S:.tY , °5.4.,,i4 'ssttr.c a ..- a ^i:).H., te•Y,'n. .!)Cr r:..0F,. : ■ .- . ,.1 1 s4 ' '' • e • r: Date: F kik WI • /�.t•+" . l �,t.�.t, c. -.v 9 — z 2 - a --z, 47.00 RE ION FE REQUIRE. Prior to inspe fee must be , . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i , s`:r s �l '' } Receipt No.: Date: ' Y f ' �+r' t: , a fh ; 4l t •M.. ni 7 ... .:., /:. ..w , . ... .. .:r' ... .. ,.... ,....rr•.....a .` `..: L .s.wvu.u.rn.Yf...._ :YK�...2 w++w}• t , .. --- - ' , • ,, , , ‘ . ,.., - _ . , , • 1 z <1.: ' . . 'r W .' ' C OF T BUILDING DIVISION v � ` 6300. Southcenter Blvd, #100, Tukwila, WA 9818: (206)431 -3670 u_ Q CO D ;'r; Ty be of Inspection: = Cl I- bcfr r' i-etglds Lai-5 Shea�vw fl /JtLL? _ A�� S/� S Date cal le g 7 Z 0 ,, :,. :.;:;.;::•Special instructions: Date wanted: ' v . ; a.m W W cn Requester: � � " S ' ' � 2 � U W H g,: hone• ppro per applicable codes. Corrections required prior to approval i u' ,,: 1 LL I Z COMMENTS: 0 CO 47.-q-!;"...:,:; n „-::::„::.,,,,,,... , . i.„.::.:,..:,: .... _ tr5i;- , r y e `.. /'�_ / j 1 , • :. :(LeD l '`" ( " .. " 15 2 .) 1A-A--et-- 1(141 S,A . .---- sz-vr-ai\s',...,.....) ; ,, , , - , ,,,,,.. ,, . , . i ,f.:....:. .. ! . .. 1 , • P Yet Yi•: ���Qr S , X .. � . Y 1, r: Date: : ..,;. 4 • r �� - 2 Q # � $ 7.00 REINSPECTIO E REQUIRED. Pr or to inspection, fee must be paid '.` t 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. •■ r " "' ' Receipt No: Date: .r ;, ,., - .. , .. .. .. . `Y, • a'.:• .: Yi;'c; r , +:i; ", `e?'. r; ,K war;.. . , �' 4 { ::�. ti5:1.+ uS`�:r #.adi•P:ev Sr, <.,�}ni+.- . 2. .t ^eY , ■ , .-- . - ..,.,...:.. - .,...,:. - . ,- • fi , .> .',. 1 .1 . , 1 •, %A RV k! - '-‘,Mvil,IMit . ' •ri .„, . : .,, ...., 4 ''!.. 7.00 REINSPECTION FEE QUIRED. ior to inspection, fee must be paid i#04 r•• • : : at 6300 Southcenter Blvd., Suite 100. Cfl to schedule reinspection. i IR f, s . - Receipt No: I Date: ; • z Q 1- ' '* 6 INSPECTION RECORD f 7 Retain a copy wi e rm it D '� � % - W ' I PY P . o' co LL INSPECTION NO. , ' / PERMIT NO. i' W CITY OF TUKWILA BUILDING DIVISION t' I∎ • 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 1 LL. P�coje1<<, 1 - { Typ of Inspection: N Ttl ss.,_ Date called: F _ 7 (0 �� -LAW. S- 7 / / / k Z / 1- 0 Special instructions: Date wanted: -- 7 I f a.m. Z 1.- Requester {� / p �� j 0 PMe: :: CI I- , 5-:) CvoCe - C1.53,1 ,! 1 Approved per applicable codes. El orrections required prior to approval. ~ Co' ENTS: ‘c Z U N =i = I 0 z s . . :4 • .sK _ 4,1 ri • .. , :. } . A 7 f r - {{ 'Mr ^ j 1.1 . A :ta 1J° R oli Insp ) tor: Dater, ... , ,. : ,, i , ^ , , ' / .� '. /_. 2 Y —dP i • $47.00 REINSPECTION EE REQUIRED. Pr' f to inspection, fee must be paid c , rit, ,,,, . at 6300 Southcenter Blvd, Suite 100. Callao schedule reinspection. Receipt No: Date: 1,y �' ` ' I - �y , 1 ,. ( ... O. 0 \ . . t , . Z \ • . al IX 2 .. . .4 Retain a copy with D02/3 0 permit co u. u j 0 INSPECTION NO. PERMIT NO. • A 0 2 ..- CITY OF TUKWILA BUILDING DIVISION 4 , ■0 • • g D 6300 Southcenter Blvd, #100, Tukwila, WA 9818: (206)431-3670 .f u_ •:t U) D oP4ject: Tymof Inspection: • I a I &5-)e),-- gji -10 t *Is / $ — r b l' 4 //IS' I Z I.- Address: Date call , ,..., / l/7 A-' S 7 i /o. 1- 0 z F. w Special instructions: Date w / (pi) W . 2 D 7 / 7/aP P.m- ‘ D cl Reque sr.b . ,,, 0 0 • ,,, .-- • 0 — / I / ca .- , ,.. w Phonj _cc t.)31, ,i,, w , • I 0 ,,, .... ' . N u. P , Ap proved per applicable codes. 0 Corrections required prior to approval. — 0 - COMMENTS: U) U . ',:';, 1 7_, I - :.: 0 I- Z - .t. 1 — .' ‘ ". • ...„ ,. - -, _ ,, __ C _ , „. - ...f ‘ :::', 4 , - ;,- -.. 1 L . A PA \ , rr ., ---,, .. A Err . :3 , A•441,1„; ,-, , , -Az„, ___ < \ ' \\,\,, u , Date: 4 p .."L irtsp • . r• . IN . .00 REINSPRCTION FE REQUIRED. Prior o inspection, fee ust be paid , • 1 at 6300 Southcenter Blvd., uite 100. Call taschedule reinspection. . 1 ' eceipt No: Date: .,, ,4, . 1 : ., „,,„, . ,..., , ,...,. ..-,,, .,,-..(......: .. ,,.... ,.. . .. j „,,,,,,,, ._.,,,,,..,,,,, ,.„,,,,,,,,,,,,,, ., ,,,, ,,, , _ ,,,,,,. I, 304,40...<4.raar.iiik 1,' -:, s1 i,', i' .i■ „ ,,, ,'„p-,,,,;,;,,, [ - 4 INSPECTION NO. . . — .1 0 CO U. t PERMIT NO. u j 0 1 CITY OF TUKWILA BUILDING DIVISION `' • ! 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 g n u. a I v / Project: . Type of Inspection: U) FC1 S'7 lir ryA I._ 7 - L 5 1/(n //Li . r w Address: Date called: _ / - I //5J ii 7 4-v ,S - 7/S /0cQ _ - z 1 ._ Special instructions 1-- O . : Date wintgd: / , Z I-- / 61Q Ill tij 2 n Requesy: , •. D (3 , au / , 0 g Phone: 5 - 6 o& - 0 15" LU uj , ,,_ Approved per applicable codes. 0 Corrections required prior to approval. 1— 1 L I 0 CO MENTS: le 494. s , Z ILI (J) t2 i f 21 6. 1-d Z . . / L7 / J. 40- . - - --. _ , - \ 6 r - _ - • • Z \.. Z W i i i t C.) 0 N N p ;fi W W t I / • INSPECTION RECORD 1 - W � O2 - 132- 5 il Retain a copy with permit W O INSPECTION NO. I PERMIT NO. `(r CITY OF TUKWILA BUILDING DIVISION all ,0 W "' ;� g J 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 u- Q. 0 M Protest: .Lo 7 ' Type of Inspection: ' F=- w. 7 . ' 4'5N S Zd 71 .,7� c ..1 Z H Address: Date called: /t/S /U I/? fi S 6. - 2.8 - z ZI- Special instructions: Date wanted: (a.m _ 11.1 uj 7 --oz. p.m. n Requester: bd Q w 1/r ?ic . /4V 1-- • • Phone: W W 253 4e6 -O'7} 0 t1 I - k/ Approved per applicable codes. 0 Corrections required prior to approval. z COMMENTS: , ` /,' f • W ' .'�' Cr, G. �� ; 1 = F = - . 30y � ' , / z . t I Inspect° : ( Date: t rs r:x � ,�,, Li $47. REINSPECTION FEE ( . Prior to inspection, fee must be paid ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `" TIN•Ntf' it •C:. v Receipt No Date: ;1�~ „; 1 y... , r., , � MF '- 5= 444 Yi. I ?4?'s= �WdvL; r O:41 f 1.1 \l .1t . = ''�Ili.7vll ; V.: , i . S• ":0.1 ..,��,�.....� ”" • r;�,' , ,� 4 .�p�A11iwF. I ���.�.. '•A'WnN�y� .�641k'+k(r„ i�:(..dL.vs,;M� . . .s . c'xYGi;k i t ei i( Y::�r(hi > 1 : ��i�:i= 'S�ss ;;;a:i':�*rS;aaY�:%s.. ? .�+. rf'?:iii ' ■ , -, .. ,, .. "`',,,,,777.17;751"77-CA - .. 7:7 h+ T . +'� 3 4, M. io. . , r 0 Ve... e . •ZA -•A 4• • , r4,2.;,• 'r {� ra... �, X ". r.. -.,.,.,.,. ," t ; � ;�t�y `{td' . � Y , ; � � • RF+,:'� a ?, t,�„ . 47.),,,<V : �+' r"""^:.�°'d.i 1 441LA A''' City of Tuk;w la O _ 0 1 Steven M. Mullet, Mayor ����� 2 Fire Department Thomas P Keefe, Fire Chief _ 1906 _ - -- z \^ F -. I z cc 2 _. TUKWILA FIRE DEPARTMENT -J V FINAL APPROVAL FORM U 0 J = I- P ermit No. (2L2 u) LL /..?- 3 w O / LI c u. Q • , g (0 a w = I- _ , c /-I 73 Z~ Pro Name I- p ILI Ili 74 r Address / / q � " c; c) c Suite # ? D Ill al t , J ,t .. ---Re-tai-n- current inspect- ion. ... schedule....:......:__v.. . ;... O Needs shift inspection Z W E_ _ O h Approved without correction notice ' Z Approved with correction notice issued \ Sprinklers: / Fire Alarm: Hood .& Duct: / Halon: I , Monitor: Pre -Fire: Permits. • ✓ f v r • `eK' ��.. � r SPY w... r Authorized Signature Date ' ,'�° - CO mlw FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 1, y a Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 a, °v ; Mdloo-1....-- „ .._ , ............. - -. ... -- -_ , - , .• , L• :39ed :GI W 62 60 N(lS 666T- LT-Ndt F Field flap, Jab NO.. Pips of Ali aR No• Earth Consultants, Inc. 41014,0 ,-^ la �le►•ldttai f:11/nurlq dm AMNIA 044Nf%mmmfni eiVitAli 000dast*tn 11l1111e a Kilt) t WM)1) 1014•XM0N11rr��can . . oe • "11..... Tuns CK181 Titus Off Site T Date Day week 1a05 130th Place NA.. sul% 201 •.Nkvue, WA feOaS pellevud (426) 843•3790 • Toff Fns memo 73e•ee7O 7 WOO Tfma ^ e t>Mfwr es FAX (425)7480W Z DAILY FIELD REPORT �'irm �o �(rs Charged ...Masts \_ w Pro" ' JAb Looetion -- D U O QM* Canes Gamma rada Subetittrtnds(t nchsckad By co p _ - -- v , I J 1 Gonad n . ' rector emery Foremen Checked By 1 .. N --. WO Are approved P . ; : ert,nitts an -site Yes • No If No, contact the building department or explain below. 2 155■02. •1'3 L u. Q ' ec No. Permit No. ::•,,, _ i ,„ r- _ r,. .�.. -. . 1 U) d = W Z l– ► --1. 45a1 L. Z O ■ ." k_... 1 b = _ 1 .... r .' -- J le \4.4 - •- ' _1..- 'lit -. Il . a •' W W 4 U 0 O co -.. 0 - • _• - W - W i __ - . . Z t lr.. . .. t<t 1,...11, . L. .- r L '' i 1 n.. W I - I • J • ./ t __ . . J - .- I 0 (1) — _ 0 . .. . . alJ �.�.r r • - v _ .. l ti e • • ` 1 , - • — .� I y .. — z or li t.. ' • __ = it . - 1 -- .Ir 111 f,• -. L ;"Pfp• i - 1 . .L • 0 '+.L. yl . 17I rS . f tl • L .1 1. = A 4 . • ' , s.n . ; • ■ ' 1 i . • • . d .%* • 0 ■ � f e C� ; 1 t r i • , per e ' :. PP ii t [� a . .r .. p . > v y ■ V S '1 r} � r 1 t .1d. � �r . ' ' 0 f r0-5. 4 .: . r",Z'' (1`.:!1" He :. ~ ter. — _ — � t @,.,i r , i. COPY' • CONTINUED ON NEXT PAIGE Q t = '1 11 „�. i L0 39ad NO1SNHOf'Z! ZOLSE86E0 6Z :EZ 666t/tZ/50 Stivaft— • .., .. TRUSS QUOTE /ORDER TRUSS DEPARTMENT � $ IILLE tw New �9 09 -03 -05 2805 100 *� ORDER DATE SID DATE DELIVERY DATE 11/14/00 SHEET NO. 1 ' I JOB NO. PLAN NO. L.t I; LONG CLASSIC HOMES g 1624 PIONEER STREET PHONE: (425) 488 -1818 FAX: (425) 398 -3559 470 A L Z ENUMCLAW, WA 98022 -- , = H c (3 802 -1880 - f -E C O _r \., w re Long Classic Homes CONTACT: #: B0110119 D QUOTE { p PHONE: INVOICE #: 0 O I. Tukwila, PROJECT: Foster Heights OUST: LONGCLAS N W BY: et SALES:WAYNE BRIGDEN PO NO. TERMS J H 1 N W I DELIVERY INSTRUCTIONS: SPECIAL INSTRUCTIONS: O FItt.L � E1CI, WALL T.C. SIZE 2 X 4 T.C. CUT PLUMB HEIGHT 2 SIZE 2x6 LOADING: 25,0.7.0.0.0.5.0 SPACING: 24.0 IN. O.C. (TYP.) T�FE Comp Q No. MK TYPE SLOP SPAN �•�'» =���- ►`< - MARKS N d I I 2 T02 ,-� 5 21 -00 -00 18 18 SPECIAL Z 0 1 T 01 5 21 - 00 - 00 18 18 GABLE g D , I ! 1 TO2A 5 21 -00 -00 0 18 QUEENPOST U N 1 T03 , a l' I: 5 ' 40 -00 -00 18 18 MOD. QUEEN 20 I T04 ,.s2 :11?z 2: ,. 5 ,, 40 - 00 - 00 18 18 MOD. QUEEN i. I 1 T05 5 40 - 00 - 00 ' 18 18 1 FINK L' O _ Z 1 T06 5 17 -00 -00 O 18 18 GABLE CITY LA V 9 T07 5 02 -00 -00 18 0 JACK 1 I T08 I 5 02 -00 -00 0 0 GIRDER DERMILCEALTEB 1 1 T09 O 3.54 02 -09 -15 25.43 0 GIRDER 60 Blocks 2x 4'Vent 22- 7/16" • \ 3 Hangers ARS FLASHING . I 1 Hangers JL28 I 30 Hangers STABLZR 4 Quad2000 14- GE LABOR LABOR TO SHEET GABLE i f 2 Ouad2000 15- GE OSB SHEETS OF GABLE SHEATHING Total Weight: 3840 OA Truss Height: 09-03-05 ACCEPTED BY BUYER SUB - TOTAL $2,808.00 ,'•. f NAME: NO SALES TAX . • I ' GRAND TOTAL $2,806.00 r - : ,, ' ' ' • i y S i Mats F y c s A . D 0 ;Lilo 1 3 a " 1 .1. E ro • e tl 'ew°. 't'srs'm:r.. ,. .•....„.... -••.. . - ......* «. .".'...��. t , — . . . . . . 0 i 0 - . - ... ( 1 ... 1( O-9-6£ • 9 - 9 - s I (6 ] 1 , < N A , I ! A i N RINI ,-- T _A....... r i . . I i . . ' . I .. . .1 . . . . . - . . • . . . ' ____ . I . 0 ! . o 6 1-11 , . . t— _. 6 i , Ail A 1 N r- - N j - 1 I X ' — _ _ • . — t IV 0 1 .. — ID- is v v .0 - • A — . 1----7---- I . , -- 77. 1. ._ I.7. _ l' I I ; _1 . . ( 1 170.-1— — ( 0 ) • . GC - co .--.- . .. . i 0 ) 0 +- 01 i ---1— 1 . t•-11 i I . i _ v • 1 I r LI) ) 1 . __ 12r — — 1 I .. , 1 I . . - . . 1- D i C J 0 0 9 i7 CO - • 1 . r : 7 . I .•• _ . . . . ,--- .. _ - ...--- . • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN 4ini THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. : :tall: 4::v - - -: v' - 9 ga 4 •- :,:k.,:. I.:., ...-_,..Q:-.1, ,.:4:'•, - ".,F.-."!... ...t9.. _ - .2... 4 r • . . . . . #' • . — -- -- , - ■ , ( Job i russ 1 Os rypA City I , 80110119 701 ROOF TRUSS 1 1 (optional) Woodinville Lumber, Woodinville, WH Vti /,1 4.1U1 bK1 s Aug LUUU MireK industries, Inc. Wed Nov ib 0 / ;b1:401UUU age 1 1 -1 -6 -0 1 10.6 -0 21.0.0 1 22 -6 -0 1 1 -6 -0 :10.6.0 10 -6 -0 1 -6 -0 { seal. • 1:3O . a • i„tob T ' russ • • � ' s y e • y ,, IB0110119 T02 ROOF TRUSS. 2 1 ( (o • Clonal Woodinville Lumber, Woodinville, W 98072 .. 0 • s •ug • 010 II e n•us ries, nc. rie• Nov : Ili - age I -1 -6.0 i 5.6.14 , 10.6 -0 15-5-2 21 -0.0 22.6 -0 1.6 -0 5.6.14 4.11 -2 4 -11 -2 5.6 -14 1.6.0 • . Scale = 1:40.3 • ' 4x4 = Z 4 \_,. ,F= W tY 2 5.00172- 2 D -J U 2x3 U O 2X3 3 5 c o n !) W W CO fl W O 2 g t 1 i ��' a 7 ii g Q • 3x4 = ' 8 3x4 = = d 5x8 = F- _ ' Z 1- • / Z 1 • 10-6•0 I 21-0-0 10-6-0 10-6-0 : CI Plate Offsets (X,Y): [8 :0- 4- 0,-0 -3-t� 0 N LOADING (psi) SPACING 2.0 -0 CSI DEFL In (loc) 1/deft PLATES GRIP = U TCLL 25.0 Plates Increase • 1.15 TC 0.39 Vert(LL) -0,32 6.8 >778 M20 185/144 • TCDL 7.0 Lumber Increase • 1,15 BC 0.92 Vert(TL) -0,49 6 -8 >507 I— _ B CLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.04 6 n/a . t- BCDL 5.0 Code UBC /ANSI95 1st LC LL Min i /deft = 240 Weight: 67 lb Z LUMBER BRACING _. N j TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 4 -6 -6 oc purlins. _ BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. ~O F— WEBS 2X3SPFStud /Std Z REACTIONS (lb /size) 2= 871/0 -5.8, 6=871/0 -5-8 Max Horz2=- 11(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =18, 2 -3= -1345, 3-4 =- 959,4 -5= -959, 5 -6= -1345, 6 -7 =18 1, BOT CHORD 2 -8 =1230, 6 -8 =1230 WEBS 3- 8=478, 4.8 =410, 5 -8= -378 .. NOTES R• w `►�1 • Q 1) This truss has been checked for unbalanced loading conditions, \ 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 `' oy A S /h /A ,'� psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy i • C'), C'), '1t . category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 ;. - J • O If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The • 102 r f ' lumber DOL increase Is 1.33, and the plate grip Increase Is 1,33 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per P • Table No, 16 -B, UBC -94. •t 4) This truss has been designed with ANSI /TPI 1 -1995 criteria, �, 23381 � � . _ LOAD CASE(S) Standard OB E 's • ••/ST� µ �� 01�� -� • A 1 1 �DN fv E : ,� ':'' i iL L , F . I EXPIRES 12 /712001 } ; 3 , , A fi WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE � USE. MU•�� 1.14.46. (425) 488.1818. " {` f� This design is baaed only upon the parameters shown, and is for an Individual building component to be installed and :ri . loaded in the plane of the truss. Applicability of design pararneters and proper incorporation of component is the •M � (425)- 488.8773 Fax t"" responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss , , 4 , of the building designer, Additional temporary bracing to insure L members, The bracing design is the responsibility 9 g stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality � control, storage, delivery, erection, and bracing, consult QST-86 Quality Standard, OSB.89 Bracing Specification, , - - -, - -- - - -- �M P'fi ■ - , . ' \ • • i '. , Job truss . ys` 5 Lay Hy 80110119 T03 MOD, QUEEN 1 1 • (optional) Woodlnvllle L umber, Woodlnvllle, WA 9tl !2 4101 SKi sAug 141000 I eK Industnes, Inc, Wea Nov 1b U /;5b :Ub 1uuU Page 1 X 1.6 -Q 7-1-3 1 13 -6 -9 1 20.0.0 I 26.5.7 i 32 -10.13 i 40.0.0 41 -6.0 1 -6 -0 7.1 -3 • 6 -5 -7 6 -5 -7 6 -5 -7 6 -5 -7 7-1-3 1.6 -0 Scale . 1;7t.o Z • axe = • e \ Z • a.00 frt Lx re 2 3 x� . 3z� C 5 7 l.1 O axe •:::. -.-1 a CO 0 3 � o ,J 1- 75 / W O 2 ; 10 2 11 /� ;; _- ; , . r 1,► J i 5xe = 73 18 16 74 14 13 12 5x6 = u . { i 3x4 = oxe = 3xe = 5xe = 3x4 _ 3 H ill • Z1-- Z O uj 1 10 - - I 20 -0.0 1 29 -8 -2 1 40 -0 -0 1 MI 10 -3 -14 9-8-2 9 -8 -2 10 -3 -14 D CI I }ate Unfits (A,Y): (1:U 2.4,tdgeJ, t1U;(1 2 4,tdge), t13 :U ,1•U,u - J•UI, i1b :u J- u,U - J -U1 0 N LOADING (pst) SPACING . 2.0.0 CSi DEFL in (loc) i /defl PLATES GRIP 0 1 TCLL 25,0 Plates Increase. . 1,15 TC 0.70 Vert LL -0.46 14 -16 >999 M20 185/144 W W • I TCDL 7.0 Lumber Increase . 1.15 BC 0.86 Vert(TL) - 14 -16 >657 = U i BCLL 0,0 Rep Stress Incr ' • NO WB 0,78 Horz(TL) 0.16 10 n/a I— — i BCDL 5.0 Code UBC /ANSI95 (Matrix) 1st LC LL MIn I /deft = 240 ~ I Weight: 263 lb lL LUMBER BRACING . t • • Z TOP CHORD .2 X 4 HF No.2 TOP CHORD Sheathed or 2.6 -14 oc purlins, U N 1 BOT CHORD 2 X 4 HF 1650F 1.5E •• BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. H- _ 1 WEBS 2 X 3 SPF Stud /Std'Except' WEBS 1 Brace at mldpt 55 �, W3 2 X 4 SPF Stud /Std, W4 2 X 4 SPF Stud /Std 0 W3 2 X 4 SPF Stud /Std z OTHERS 2 X 4 SPF StudlStd REACTIONS (lb /size) 2= 1627/0 - 5.8,10= 1584/0 -5.8 Max Horz 2=22(load case 4) FORCES (lb) - First Load Case Only 4 1 TOP CHORD 1 -2 =36, 2.75= -3305, 3.75= -3225, 3-4=-2992, 4.5= -2919, 5.6= -2226, 6- 7= -2226, 7 -8= -2839, 8.9= -2912, 9 -10= -3217, 10 -11 =36 . • BOT CHORD 2.73 =2956, 16.73 =2956,15 -16 =2486, 15- 74=2486, 14 -74 =2486, 13. 14=2448,12 -13 =2448, 10.12 =2885 WEBS 3 -16= -348, 5 -16 =422, 5.14= -660, 6 -14 =1287, 7-14=-609, 7 -12 =349, 9.12 =•352 ' • 1 NOTES • 1) This truss has been checked for unbalanced loading conditions. 2) T truss has been designed for the wind loads generated by 60 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 R by 38 ft with exposure B ASCE 7.93 per UBC /ANSI95 If end verticals or cantilevers exist, . they are exposed to wind. If porches exist,. they are not exposed to wind, The lumber DOL increase is 1,33, and the plate grip Increase is 1.33 • 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" - 4 All plates are 2x3 M20 unless otherwise indicated. ° ';_• 5 Gable studs spaced at 1.4.0 oc. " `' ■ 6 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, ! t UBC-94. This truss has been designed with ANSI/TPI 1 -1995 criteria. ''tf4, h • 1 8) Special hanger(s) or connections) required to support concentrated load(s) 10,71b down and 5,OIb up at 2.0.0 on top chord, and 375,Oib down at 18.11 -4 on bottom chord. Design for unspecified connection(s) Is delegated to the building designer. !r • . -"' LOAD CASE(S) Standard n. ?s 1) Regular: Lumber Increase =1.15, Plate Increaser-31,15 t� r � 1,15 " " i ,, � , � i Uniform Loads (P° 'I � • Vert: 2 -10 =- 8.9,1.75= -64.0, 6.75= -56,7, 6.10 =•56,7,10 -11=- 64.0'2 �' Concentrated Loads (lb) x,1' 'F a Vert: 74= -375.0 75 = -10.7 . . . ( , 1 . i ay . D . - , v - -- -- - - - - te r- - ' , - ;` 1 1 buss 1 s typo ;City Hy 80116119 T04 MOD. QUEEN 120 1 • ooctinvltle Lumber, Woodinville WA stioa (optional) W - s •ug • see T1 a n•usries, nc. T *e• ■ov : '.' - lei - age � 1 -6.0 7.1.3 i 13 -6.9 i 20 -0.0 i 26 -5 -7 i 32 -10.13 } 40.0.0 i1.6 -? 1 -6.0 7-1-3 6 -5.7 6 -5 -7 6-5-7 6 -5 -7 7 -1.3 1 -6.0 ) r Scale = 1 :79.5 { 5x6 5.00 ('TT ZZ 6 • • = I- ti- W 3x4 3x4 - ,` • • ;;b • i russ I ; ypel Qty Ply 80110119 T05 FINK 1 1 • o• lion al rr oo•Inv' e um•er, rfoo•lnv e, " • •:• . • ' s . ug • 1110 VI e n•us rtes, nc. "e• 'ov :s :•. Us - age }1 -6.0 4.6.14 l 8.6.0 I 12.5 -2 I 17.0.0 1 20 -0 -0 i 40 -0.0 1 -6. • 1 -6.0 4-6-14 3 -11 -2 3.11.2 4-6 -14 3 -0.0 20 -0.0 1 -6.0 Scale = 1 :78.6 `l 3x6 = 5.00 FIT Q • 11 1213 14 15 16 17 �- h W 3x6 ;• 9 10 18 19 6 re = 3x8 7 8 20 21 3x6 • U O � 4 , . 5 ,- 222314 25 N W 26 W LU • 3 - .:. 5 27 28 ll IIJ 3x6 = 50 49 3x4 3x4 II 4W 4646444312 41 40 39 38 37 36 35 34 33 32 31 3x6 = f 3x4 = 3x4 = 3x4 ll 3x6 = cn a 3x4 II = W I- Z -- >}- W O I 5 -10 -9 I 11 -1.7 F 17 -0 -0 I 40 -0 -0 I W . 5 -10 -9 5 -2 -13 5.10.9 23 -0 -0 ? 0 LOADING (psf) SPACING `2 - - Cst DEFL In (loc) I /defl PLATES GRIP � co TCLL 25.0 Plates Increase :1.15 TC 0.34 Vert (LL) -0.05 49 -50 >999 M20 185/144 TCDL 7.0 Lumber Increase ', :1.15 BC 0,34 Vert(TL) -0.08 49 -50 >999 0 1- BCLL 0.0 Rep Stress Incr • NO WB 1.00 Horz(TL) 0.02 48 n/a W W I BCDL 5.0 Code UBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 240 lb �_.- U LUMBER BRACING ll..O 1 TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 5 -9 -13 oc puriins. Z l i BOT CHORD 2 X 4 HF No.2 1, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: V (n WEBS 2 X 3 SPF Stud /Std *Except* 10 -0.0 oc bracing: 2- 50,49- 50,48 -49. _ 4-48 2 X 4 HF Stud WEBS 2 Braces at 1/3 pts 4 -48 ~O F- OTHERS 2 X 4 SPF Stud /Std Z REACTIONS (lb/size) 2= 625/0 -5.8, 44=10/23-5-8, 48= 792/23.5.8, 45 =169/23 -5-8, 43= 188/23 -5.8, 31= 273/23 -5.8, 32= 14/23 -5- 8,;33,=116/23 -5.8, 34= 96/23 -5.8, 35= 99/23 -5.8, 36= 99/23 -5 -8, 37= 99/23.5.8, 38 =99/23 - 5.8,:39 =99/23 -5 -8, 40 =100/23 -5.8, 41= 86/23 -5-8, 42= 77/23.5.8, 47 =- 36/23 -5 -8, 46=13/23-5-8,:29=133/23-5-8 ' Max Horz2 =18(load case 4) Max UpIIft2 =- 18(Ioad case 5.), 32 =- 14(Ioad case 5), 34 =- 1(Ioad case 3), 41 =- 5(load case 3), • ' 47 =- 388(load case,2), 29=:-43(load case 6) I Max Grav2 =625(Ioad case 1), 44 =27(Ioad case 2), 48 =820(load case 2), 45 =169(load case 1), S i • 43 =188(Ioad case. 1), 31 =273(Ioad case 1), 32 =14(Ioad case 1), 33 =116(Ioad case 7), 34 =96(ioad case 7), 35=99 load case 1)), 36 =99(load case 1), 37 =99(load case 1), R• WJQ . 38 =99(Ioad case 7), 39=99 load case 1), 40 =100(load case 1), 41 =96(load case 7), 4 4F W #Si , . 42 =77(load case 1), 46=39 load case 2 , 29 =207(load case 7) • tZ' A i, / Gy,�{1 . FOR (lb) - First Load Case Only 4 ' TOP CHORD 1 -2 =36, 2.3= -915, 3- 4 = -753, 4.5 =231, 5-6=273, 6 -7 =306, 7.8 =282, 8.9 =273, 9 -10 _ 296, 10.11 _ 322, i I 11 -12 =261, 12 -13 =283, 13 -14 =235, 14 -15 =230, 15.16 =283, 16 -17 =294, 17.18 =289, 18.19 =289, • 19 -20 =289, 20 -21 =289, 21 -22 =289, 22 -23 =289, 23 -24 =271, 24 -25 =290, 25 -26 =289, 26 -27 =293, . 27 -28 =269, 28 -29 =323, 29 -30 =35 �' 23381 4 ; ,:.. "` SOT CHORD 2 -50 =784, 49.50 =471, 48 -49 =810, 47-48= -252, 46- 47 = -252, 45-46= -252, 44-45= -252, 43- 44 = -252, l' t = - ' 42 -43= -252, 41 -42= -252, 40- 41 = -252, 39 -40= -252, 38 -39= -252, 37 -38= -252, 36 -37= -252, 35.36= -252 '�' k � Cf .ST��� rO ��� , 34.35= -252, 33 -34252, 32- 33 = -252, 31 -32= -252, 29 -31 =•252 :;: " WEBS 4 -52= -980, 52 -53= -985, 51 -53= -1042, 51 -54 =- 1105, 54 -55= -1145, 55.56= -1153, 48.56= -1163, � ECG ` �t;,. ` 3-50= -226, 49.51= -262, 4 -50 =301, 4. 49=312, 13-45= -170, 15-43= -184, 28.31 =•224, 27- 32 = -22, . ` ;} ' 26- 33 = -97, 25.34 = -84, 24- 35 =•85, 22- 36 =.85, 21- 37 =-85, 20- 38 = -85, 19.39 = -86, 18- 40 =•87, • 17.41 = -72, 16.42 =•67, 6.52 = -13, 7••53= -148, 8 -54 = -106, 9- 55 = -20, 10- 56 = -26, 11-47= -237, 12.46 =9 ` EXPIRES 12/7/2001 a = '' .y� NOTES \1 1) This truss has been checked for unbala loading conditions, y. ` P •, ' r • ,� ( �y'+r A Continued on page 2 ; � } t`r�' " - t, WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. ' VI LLA tUM This design is based only upon the parameters shown, and is for an individual building component to be installed and 1M flQ (425) 4 ; loaded In the plane of the truss. Applicability of design parameters and proper incorporation of component is the 40 lilt Fax responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss a l members. The bracing design is the responsibility of the building designer. Addilional temporary bracing to Insure 1 . ' f : ( . stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality r7lnlrnl alnrann rlalluan/ ararlinn anr1 hrarinn rnnaiill r1RT.JIR (luallhi Rra nrrarrl 11CR.140 lirarinn CnarlR•a/lnn • . } —_ - • , - o rues A y -' • B0110119 T06 ROOF TRUSS 1 1 (optional) WootlmvIUe Lumbef, Woodlnvfile, WA 9tl /Z 4, b 1 s Aug 4 20UU Mil eK inoustnes, Inc. Wed Nov 1 b u /:bZ:UJ 2oUU Hage 1 ! -1 -6 -0 i 8-6-0 1 17-0-0 18.6.0 j 1.6.0 8-6-0 8.6.0 ! 1.6 -0 Satl• . 1:33.0 ' z - a fi,•r ,' „ . , {. al:, :',32 :ir . t ' • • " \ 4, Jul', - - truss iiuType •Ut Pl - B0110119 T08 ROOF TRUSS 1 1 (optional) VVootlmvllie Lumber, VVoodinvllle, WA ati0 /1 4.111 SKI s Aug AZUUO VII I ex Industries, inc. Wea Nov 15 U / :S1 :Ub 11100 Hage 1 i F--^- 2 -0 -0 S 2-0.0 . i sod.. 1t7a { s 1 kt illill■... 0 ■ JH r i N LL WO 1 1-- ? �- i 3x4 -� Z O I---- 2 -0.0 I _ 2 -0.0 n 0 LOADING (of) SPACING 2 -0.0 CSI DEFL In (loc) Ildefl PLATES GRIP O , TCLL 25.0 Plates Increase 1.15 TC 0.08 Vert(LL) -0.01 1 -3 >999 M20 185/148 0 I_- , TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.02 1-3 >999 UJ i BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0,00 2 n/a = W f BCDL 5.0 Code UBC /ANSI95 (Matrix) 1st LOLL Min IMO = 240 Weight: 5 lb V ! LUMBER BRACING L ! - ~ O`. TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 2 -0.0 oc puffins. ...; BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10.0 -0 oc bracing. N REACTIONS (lb /size) 1= 436/0.5.8, 2 =61 /Mechanical, 3 =375 /Mechanical ; U = ', Max Horz 1 =17(Ioad case 3) ~ O '- Max Upllft2=- 10(load case 3) Z FORCES (lb) - First Load Case Only . TOP CHORD 1 -2 =20 . BOT CHORD 1.3=0 I . NOTES i 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord \ dead load and 5,0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category i, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7.93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase Is 1.33, and the plate grip ' increase is 1.33 y 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 3 Refer to girders) for truss to truss connections. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at Joint 2. , 5 This truss has been designed with ANSIITPI 1 -1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase=1.15 Uniform Loads (plr) Vert: 1 -2 =- 64.0, 1 -3= -390.0 • i :: L i '�c 4 1 . E Iii • ri f .ti .�: „Vy ttN �� r • ( :1:-.4 lit - . . ,\ , ,,""\ o • — " , s ype Ury Hy B0110119 1T09 ROOF TRUSS 1 1 o •tional) Wooglnvole Lumber, WoogmvOle, WA &b0/2 • - s • ug • ••• Ii a n• us ries, nc. Vie• 'ov :• ••• 'age , s <a4 • rs.i ,, { ar • Ay41 , •, '- -40A .. .: M tfl ` - . . — - 1 1 3 • 1 46 -0 -0 I C : ! 0 IIi j ! : =� y1 VI I 1 l � j I ( i 1 1 G i I ! 0 ' I �! I � ! i I 0 I i I C10' •4 1 i . II 9 I ;I I 0 ! v '.1 i I , �.rr '—i' s I I 0 0 , .. {� j I I ( ' 0 ' II 1 ' i j ! 1 i ` I I j � I U � 4 I j I I I N N f 1 v I i i (1 O `� 1 l i j ! 0 ■ j i t t v -- I - . �_i I isA �i , - I Y I _ D _ I �,_ { I 1�_ f _ . . fi • _._ 1i L N t J: J 9 -5 -8 39 -6 -0 < N 1 0 1 O z : NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN ' 'G t a Y " THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ve ., F g Ell - = , • j.f:K1 x , • i , • •; • SCOPE OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members, and drawing red -lines for a two story . w re wood framed single family residence. The roof framing is manufactured trusses, the floor framing is wood I- joists, and the foundation is typical concrete strip footings with a slab on grade. N o N W. W =. The use of these calculations is limited to a single subdivision referenced on the cover sheet. The cover sheet should have an original signature in blue ink over W 0 the seal. Please contact SEGA Engineers for use at other sites. g ua SEGA Engineers will use that degree of care and skill ordinarily exercised under = a similar circumstances by members of the engineering profession in this local. No ~ _ other warranty, either expressed or implied is made in connection with our o rending of professional services. For any dispute, claim, or action arising out of w w this design, SEGA Engineers shall have liability limited to the amount of the total 2 o fee received by SEGA Engineers. o co Questions regarding the attached should be addressed to SEGA Engineers. _ L11 : u. Greg Thesenvitz, PE u. z SEGA Engineers i 0 E- z t '. or-61 c V �< u Lis: roS: y n z1 - ,•., SEGA Engineers , — Project 470 ,. /Structural & Civil Consulting Engineers Job No. 00 -080 By: GAT framing upper floor header at overhead garage floor beam at future ■ � .- . .. • , ,, 1 `'1' . F , ■ • SEGA Engineers / Project LCF' • "0 ' /Structural & Civil Consulting Engineers Job No. 00 -080 By: GAT 22928 SE 312 ST (360) 886 -1017 ► -- ,,\ ;.tia:� SEGA Engineers PROJECT Le.. / Structural & Civil Consulting Engineers d 7° JOB NO. 00_Dso FIGURED BY 447 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE 11k0, SHEET OF i —CREAK- WALL_ b esi Li 04 w shear wall design fi. 4 / Structural & Civil Consulting Engineers ' 1* VF 31.p.5 4 ( (.10)03)zzf = 11 # 7 4.4. obi--ieor ,i'Rs,i-fpN ',4 " ../' p. ZiS t 4' =Pfr ) ----- V '1.c. 1 .. 30 • /....'' I> '; 4 42: *!) 1 4.. 4.-- Id )i 1,111 ir. , r (A)C441) :-_ ogiS ) - /1.. 333-Pf- .iktit, ,,, ,5, ....... . ........_ 4e1 , Copyright 2000, SEGA Engineers i shear wall plan LL L-L .. "1_ 0I .', \, UJ • , , . �, • . . \-.., .. ,.\ , z \.. w QQ 2 `U O .0 p 'ww A preliminary plat map prepared by Baima & Holmberg, Inc. dated 9/12197 was provided to us and used as a reference for our site explorations and our evaluations y and recommendations. 4 Based on the referenced plat map shown in Figure 2, the proposed plat includes 16 lots within the subject property. Access to lots 1 -14 will be provided by new cul- • de -sac streets (Road A and Ro B) which will join South 146th Street at the southwest corner of the property. from 240th. Lots 15 and 16 will be accessed ..s • directly from 51st Avenue South. Although no site •grading exists at this time is expected that cuts and fills of only about 5 to 10 feet will be required for street construction. It j u:.. ,,, F� { ' Development of the single family residence lots is expected to be one or two story 1,; a wood frame homes. Foundation load information is not available at this time but for..,: . • the purpose of our evaluation bearing wall loads for the residence structures are Q °'° assumed to be on the order of 1 to 2 klf, If actual structural loads exceed the ; • t above values by more than 25 %, this office should be notified. '' ;. P,O•Box 276, Issaquah, WA 98027 -0276 . Phone; (206) 391 -42 F ax: (206) 391-4228 ` :S .., dt,.: :: k' rr:+.' EC "'.l'„'+; ;trk..,`t%..+ B.. , ;., � .? Mi*airYtru. u,. • . .•.. � ... . *' .a s , t< ; :;:gseF'+tti• : " t'T attee 7i 4a �t � .• . . Happy Valley Land Co, February 10, 1998 - SCOPE OF WORK Our geotechnical evaluation included subsurface exploration, engineering ' . evaluations and the preparation of this report. The scope of work included the following specific tasks: o Reviewed published geologic mapping of the site vicinity. Z a \, ~ o Performed a r of the site to observed surface conditions. o Observed the excavation of 5 test pits to depths ranging from 4 to 6 o feet below the ground and excavated one hand -auger test pit on Lot W 16. Approximate locations of the test pits are shown on Figure 2. o Continuously logged the subsurface conditions, as encountered in the w 0 test pits at the time of excavation. Logs of the test pits are presented on the summary sheets of Appendix A. a N � o Performed geotechnical engineering evaluations of the site and = a u. developed geotechnical recommendations for site grading and general Z site development. �. o zt- o Prepared this geotechnical report summarizing our findings and ? o recommendations. U O F- OBSERVED SITE CONDITIONS At the time of o field investigation the property was undeveloped except for the " z existing residence and out - buildings on lots 5, 15 and 16 as shown on Figure 2. w Vegetation on the site consisted primarily of blackberries with grass and scattered I fruit trees and maple trees that ranged up to 3 + feet in diameter. o z ti ' Topography in the general site vicinity is gently to moderately sloped down to the east. The referenced topography map provided to • us indicates the maximum .''r ele elevation tion difference across the site to be on the order of about 90 feet. Most of the site is gently sloped with gradients ranging from about 7 to 22 percent based on , . the topography map. Steeper slopes exist on the eastern half of Lots 15 and 16 • where gradients of about 40 to 50 percent exist. . i r .. ' Subsoils. r Our evaluation of the subsurface conditions was based on our observations of the exploratory test pits and surface observations. Subsoils encountered in the test pits , S L ;�.: ; r { � Y .. i w generally found to be natural glacial till soils with localized areas of fill soils., ?"; We noted apparent shallow fill deposits in the graded area of Lots 5, 15 and 16. ::N r ")4 . M��a�r, iti The natural soils generally included a layer of dark brown topsoil with organics and U roots which typically ranged from about 6 to 12 inches thick. The underlying '' ` '': ;' "°1 weathered natural soils were typically brown to gray brown or gray and red-brown '' fin with ravel. The weathered soils were enerall soft or '17 sandy silt or silty e sand gravel. generally q loos C"deptlalaa4 bout 2 to 3 feet below the natural surface based on the test pits . .: . ga ,. a • .. ....,.!..:' ' v y r• f.7•. llMI yN_ i i $(.. , Project No. 98- 103 -01 Page 2 rt,. rw �a;.. `6 . •. t `nL'.)•IPF #.x .a:x ?. >yr., w,,,, :. J.nn..n:..uuii• ,,. %AM`PofN<CIPflklvxL .. „ R fi;'+L'G ,,•43. x- v.w..,oerr 4 K . - .- - `t .G/ _ n :\ 4 . 1 • • Happy Valley Land Co. February 10, ,1998 • and surface probing. Deeper natural soils were firm to very stiff /hard and medium dense to very dense to the depths of the test pits. • Fill soils were encountered in Test Pit 6 to a depth of about 3 feet. The fill soils , ,were very soft/loose and wet sandy silt/silty fine sand: Surface topography of Lots 5, 15 and 16 indicates other probable fill deposits in the graded areas around the a existing house (see Figure 2). ■r I- z Ground Water o 1 We observed that the surface soils were generally very moist over most of the site w i and some areas were especially wet or had surface drainage or seeps as indicated E - on Figure 2. w o ► The site soils were generally classified as very moist to wet and measured moisture g contents were generally high, ranging from about 17:1 to 40.6 percent. Most of the N d I soils had moisture contents between about 20 to 30 percent. Seepage was typically = I observed at the base of the upper weathered soils in Test Pits 1 through 5. Z Ground water was observed to rise to about 9 inches below the fill surface in the hand - augered Test Pit 6 east of the existing house on Lot 16. w w I D o Subsurface Variations c) o - 0 H Based on our experience, it is our opinion that some variation in the continuity and = o w ' 3 depth of subsoil deposits and ground water levels should be anticipated due to '-• natural deposition variations and previous onsite structures and grading. Due to "o seasonal moisture changes, ground water conditions should be expected to change L.ii N with time. Care should be exercised when interpolating or extrapolating subsurface D- soils and ground water conditions between or beyond our test pits. o ~ ! . SITE EVALUATIONS . ■ General . The referenced geologic map of Figure 1 indicates the site to expose glacial till (Qt) • soils. The referenced map, describes the Qt soils as intimately graded mixture of clay to gravel sized soils. The glacial till was deposited during the advance of the . Vashon glaciation, the last glacial advance into the Puget Sound area, approximately 13,000 to 16,000 years ago. ..:.may_ ,. Based on our explorations the site soils are sandy silt and silty very fine sand glacial 1 till soils which are typically weathered, soft/loose and very moist to wet in the upper n „, 2 to 3 feet becoming very stiff to hard below those depths. Fill soils were observed , Ili. in the vicinity of lots 5, 15 and 16. ts . The upper weathered site soils and fill are not considered suitable for direct support ' of avements or foundations, however, in our opinion the site can be developed as l p . planned provided that our recommendations are followed. 1, 0 ,., .. , Project No 98- 103 -01 Page 3 x 1 • { Happy Valley Lana Co. February 10,.1998 Site Stability ' _ The referenced geologic map of Figure 1 does not indicate any known landslides in the site vicinity. Our observations of the existing site revealed no indications of recent or current instability. In our opinion the unweathered glacial soils which underlie the site are generally stable with regard to gross stability. Z a There is always risk involved with construction on or near a slope and the lot ° ,1-.• w owners must be willing to accept the risk of future instability which may result in damage to their property or neighboring property. In general slope failures are i most likely to be shallow failures occurring during the winter and spring months due 0 0 . to increased soil moisture conditions and during earthquake shaking due to . N W additional dynamic loads on the slope. In our opinion the risk of damage due to CU i instability on Lots 1-4 and 6 -14 is low. The risk of instability damage on Lots 5, 15 • w and 16 is considered moderate to high due to the wet conditions, the steeper slopes w 0 and existing fill, in addition the risk of shallow failures of the very steep road cut along 51st Avenue South is considered high. Risk of slope failure can be reduced w a by incorporating proper engineering design and providing and maintaining control of 0 surface runoff and subsurface drainage. • w zF Site Grading Considerations w o • w Currently no street grading plan or street profiles exist, however we expect that • 0 cut/fill depths should be on the order of about 10 feet or less. We expect that the o grades for Roads A and B will primarily be within the upper weathered soils which will not be suitable for direct subgrade support. The soft/loose weathered soils i should be excavated from the street subgrade areas to expose stiff /hard soils and w �- structural fill placed to the final street subgrade. _ z ? LLi Based on our experience the onsite soils will be quite moisture sensitive with regard to grading and compaction characteristics and the measured moisture contents 0 indicate that the onsite soils are currently too wet to obtain adequate compaction. z re ■ ■ In our experience the onsite soils will be very difficult to compact unless they are dried out sufficiently. Site grading should be scheduled during warm, low humidity weather typically occurring in the late summer months to reduce the potential problems associated with wet soils and ground water seepage. Unless the onsite soils can be dried to near optimum moisture content, site grading will require the use of imported granular fill soils for proper compaction. In addition the onsite soils are not considered suitable for backfill within the drainage zone of basement walls or other retaining walls. Residential Fourriati_ons. r - * -. : Existing soft/loose, organic and fill soils are not considered suitable for foundation r support. Foundations should penetrate through the upper unsuitable soils to bear ` ;•k in A p very stiff /hard natural soils. In our opinion conventional spread footings founded ; NON ' on the very stiff /hard natural soils should provide good support for the residence '. fit ; .; structures. Where grading is performed to level specific lots for development, all fill should be placed and compacted as structural fill. "' a , xit,9� •, p Project No. 98- 103 -01 Page 4 ri � • • .. .. ;,a:.,. t,t,.;„ : ir L td. 4..... wn: k• , . , ; , aew•Uw.hc ",r.zs?it.x r ..n � v. Y'K >•�:4`X6lo+i:i. „e, . .t•,,,,.::.•.G. 4,;A.x"....ii 0i1 , ' V),, • AV .;Ta+W91'' **, t ,• ; ,.. 'ittif*RnNnhm•r., • • Happy Valley Land Co. February 10, 1998 of the subgrade fill should be compacted to at least 95 percent of the ASTM D1557- • - 91 maximum dry density. Residential Spread Footing Foundations ' Conventional spread footings founded on undisturbed very stiff /hard natural soils • should provide good support for residential structures within the proposed plat. All \, i z footings should be founded at least 18 inches below the lowest adjacent final grade re 2 and should be deepened as required to penetrate existing soft/loose natural soils 6 n and fill to bear on very stiff /hard natural soils. In addition, square footings and -J o continuous footings running parallel to the slope should be deepened as required to CO o provide a set back at least 12 feet horizontally from the face of the slope. Footings -J 1.- = should also be setback beyond a 1:1 (h:v) projection from adjacent lower footings. N All footings should be stepped as necessary to maintain a horizontal bearing w o surface. J Suitable .very stiff /hard bearing soils are expected to be at de of about 2 to 3 w feet below the natural surface. The depth to bearing soils may be increased due to = a existing fill overlying the natural surface. I- _ zI. • As an alternative to deep spread footings to p enetrate soft/loose soils or fill and /or z o satisfy slope setback requirements, foundation loads may be transferred from the w w recommended minimum foundation depths to the recommended bearing soils by a D o monolith of lean concrete having a minimum compressive strength of 1000 psi. The o width of an unreinforced lean concrete monolith should be at least as wide as the o f- • footing or at least one -half of the monolith height, whichever is greater. Reinforced w w . monoliths should be designed by ' structural engineer. A suitable width trench }-- c should be excavated with a smooth edged excavator (no teeth) to expose the o dense /very dense bearing soils under observation by our office and backfilled as u.i z soon as possible with the lean concrete to the footing elevation. U = I= I Square footings should be at least 24 inches wide and continuous wall footings z should be at least 16 inches wide for two story structures. Continuous footings for garages or other light structures with loads less than 1 kip /ft may be reduced to a minimum width of 12 inches. Footings may be designed based on an allowable bearing pressure of 2000 psf. Settlement of light wood -frame structures is expected to be within tolerable limits for this type of construction. For example, the estimated settlement of a 16 inch wide continuous footing founded on very..stiff /hard natural soils and carrying a load of 2 kips /ft. is on the order of 1/2 inch. Settlements are expected to occur primarily during construction. For lateral design, resistance to lateral loads can be assumed to be provided by�, friction acting at the base of foundations and by passive earth pressure. A Fie '' coefficient of friction of 0.35 may be assumed with the dead load forces in contact ' "' '` with onsite soils or structural fill, An allowable static passive earth pressure of 250 � ; psf per foot of depth may be used for the sides of footings poured against ,; undisturbed natural soils or properly compacted structural fill. • , r , t Nw The bearing values indicated above are for the total dead load plus frequently T.� ; applied live loads. If normal code requirements are applied for design, the vertical ,; ; • bearing values may be increased by 50% for short durations of loading which will • t .. - x, ig` Project No. 98- 103 -01 Page 7 4 4 1 7r k . neo s n.•, uarlrn..w a.nw.....,v»Ms,,:.u+,,.....c,, m. x. rm,.•ou,,....,: nx,...e..., ...,,o..... , Happy Valley Land Co, February 10, 1.998 - . include the effects of wind or seismic forces. Allowable lateral passive pressures . - may be increased by 33% for wind and seismic forces. Retaining Walls Cantilevered retaining walls as referred to in this report are walls which yield or mbve outward during and after backfilling. Actual wall movements will depend on \. ' i z the wall design and method of backfilling and can range from 0.1% to 0.3% of the re LU wall height. Design pressures for cantilevered walls given below assume that the 6 g top of the wall will deflect at least 0.2% of the wall height. o en 0 Static design of permanent cantilevered retaining walls which support a horizontal w i surface of properly compacted clean free - draining granular material may be based _I I _ on an equivalent fluid density of 35 pcf. This pressure assumes that there is no in o water pressure behind the wall. A uniform lateral pressure due to backfill surcharge 2 should be computed using a coefficient of 0.25 times the uniform vertical surcharge §5 a load. . D 1.2 Static design of walls structurally braced against movement should be based on an • Z F equivalent fluid density of 60 pcf. This pressure assumes that the wall supports a horizontal backfill of properly compacted free - draining (imported) granular material w o and that there is no water pressure behind the wall. Uniform lateral pressure due to w a uniform vertical surcharge behind a braced wall should be computed using a D 0 coefficient of 0.45 times the uniform vertical surcharge load. o N o1- . Seismic design of retaining walls should include a dynamic soil loading based on a w w . 0.24g 475 -year UBC recurrence ground motion level. Dynamic soil pressure should I-- be assumed to have an inverted triangular distribution. The dynamic soil pressure o at the top of the wall should be at least 20H (psf) where H is the height of the wall Lii z above the footing base. The dynamic soil pressure should diminish linearly to zero = at the base of the wall. Combined static plus dynamic soil pressure should be used z I- for seismic design of the walls. Care should be exercised in compacting backfill against retaining walls. Heavy equipment should not approach retaining walls close enough to intrude within a 1:1 ' line drawn upward from the bottom of the wall. Backfill close to walls should be placed and compacted with hand - operated equipment. Recommendations for placement and compaction of structural fill are presented under "Site Grading ". Design wall pressures given above assume no water pressure behind the walls. We recommend that a drainage zone be provided behind all retaining walls and a , adequate drain system be provided at the base of all retaining walls. As a minimum, : the drainage zone horizontal dimension should be 3 feet or 1/2 the wall height, whichever is less. Backfill within the drainage zone should be a clean sand /gravel - mixture with less than 5 percent fines based on the sand fraction. A membrane of klUij Mirafi 140 filter fabric or equivalent should be provided between the drainage zone -- , '. A l ■ material and onsite silty soil backfill. Wall drains should consist of a four -inch mi diameter perforated PVC drain pipe placed in at least one cubic foot of drain gravel p.y . r. per lineal foot along the base of the wall. Drain gravel should be washed material ' k� 5 . ,, with particle sizes in the range of 3/4 to 1-1/2 inches. The drainage zone backfill =YAM should be capped with paving or 12 inches of silty soils to reduce surface water t , infiltration. ., fr Project No. 98- 103-01 Page 8 P N146" M' �tM�1^2AX'Noua,tttrnvun,:»w+ut. 4z fownr gran. n.. uwan :nrar ,.. .- V ...v.., . . . - . « .... ..... ... •,. , ..,..•..- _...w,,...,k,. .,..u. ...,.,.....t... v.r ..,..,r•,t.v s<.a- :..n.n..w «.<n..w._.,. • ' • • Happy Valley Land Co. February 10, . 1998 Conventional spread footing foundations founded on undisturbed very stiff /hard . - natural soils may be used for support of retaining walls. Design of wall foundations . * should be in accordance with the recommendations presented in this report. Drainage Control . Surface drainage from the adjoining upslope areas should be controlled and ■ z diverted around the development area in a non - erosive manner. Adequate positive drainage should be provided away from the structure and on the site in general to prevent water from ponding and to reduce percolation of water into subsoils. 0,a Granular backfill should be capped with paving or 6 inches of onsite silty soils. A o desirable slope for surface drainage is 2% in landscaped areas and 1% in paved w = areas. Roof drains should be tightlined into the storm drain system or other appropriate w o discharge point . (no discharge on the ground surface). A permanent perimeter drain, independent of the roof drain system, should be placed adjacent to the base w Q of the continuous exterior foundations. The drain should consist of a four -inch diameter perforated PVC drain pipe placed in at least one cubic foot of a well = graded sand and gravel filter material per lineal foot along the base of the foundations. At least one interior drain should be provided beneath the basement o floor connecting to the perimeter drain on the downslope side at the lowest point. w w if conditions exposed during construction warrant, interceptor subdrain system(s) o may be required to intercept ground water migration form the upslope areas o Y2 • particularly in the eastern site area. Interceptor drains should consist of a filter fabric lined trench filled with clean sand or drain rock with a perforated PVC drain _ . pipe at the base. The drain trench should be at least 18" wide, and at least 3 feet u_ o deep and should penetrate at least one foot into the very stiff /hard natural glacial till z soils. Six inches of native clay soil cover should be placed over the drain to reduce surface water infiltration. Discharge from the subdrain should be conducted via o tightline to the storm drain system. z In the proposed street subgrade structural fill areas a drain pipe should be installed to collect ground water infiltration which may collect in the fill and transmit it to the storm drain system. The subdrain pipe should be placed along the lower side of under the street fill areas and should discharge to the storm drain system. As a minimum the drain should consist of a 4" diameter perforated PVC collector pipe and a tightline discharge pipe. Additional lateral drains should be provided wherever a spring or seep is exposed during grading. )pion Control Onsite silty materials are expected to be highly erodible when exposed to concentrated flows. Siltation fences or other detention devices should be provided .z around soil stockpiles and exposed soil areas during construction to control the transport of eroded material. Exposed final graded soil areas should be paved or $74. 5 planted immediately with grass and deep rooted plants to help reduce erosion ,t , '2�;'., potential. o- r 01 Y Project No. 98- 103 -01 Page 9 . :''r ° <2 I ■ Z 4 is':l a9eiatai +r•srrrN.,«w...,- N. « X 4avoonomet.44040 wwey; =at 1;4.6 •v • ' t • • Happy Valley Land Co. February 10, ,1998 Plan Review , . This report has been prepared to aid in the evaluation of this site and to assist the civil engineers in the design and construction of the project. It is recommended that this office be provided the opportunity to review the final design drawings and specifications to determine if the recommendations of this report have been properly Z implemented and to make any supplemental design recommendations which may be Z required. . \.. :g w re Observations and Testing During Construction o o N 0 Recommendations given in this report are based on the assumption that all J • development construction will be performed under engineering observations and CO testing. All structural fill and backfill areas should be observed by a representative of this office after stripping and prior to placing fill. Proper fill placement and w o Lu 0 compaction should be verified with field and laboratory density testing by a qualified g a testing laboratory. All footing excavations should be observed prior to placement of u) R steel and concrete to see that footings are founded on satisfactory bearing materials i W , and have proper slope setback. Z Zo CLOSURE Ill • L D 0 • This report was 'prepared for specific application to the subject site and for the o f exclusive use of the Happy Valley Land Company and their representatives. The 1 findings .and conclusions of this . report were prepared with the skill and care i u . . , , -. .- , , -,- .. . [._ , '.1 ! I . . • . ( -/ .-. [ ' „ , gilig- ••:...._:.-....\• .\:...•/ A .i (- . ,_ 1 . •" 1, "!• .: . •-•-:.• •■ ,.. Qa . 2 . ...z`,SS . ).'", • ‘/ ",..- t ,.. „ u- IF, . ., .. \., --\,. .7 ,..• , t;tif. , ■7,(CP: 39 `ii......... . `-; ' :• Ploi lieizhts, ••••••• 1•'••• • ' • • N-1 ,••1 i''` • sZ ii '•-•T - ..,, r 4 j....=....... ••■•••• • • . . Z 4 4 . :■. , ,., . • S i . ' /I • ,.......4 / ..; _.." ' • ,.. .r. • ""\'' u••••iti'....N\Qsc )...:-.. . •: . • .....„,„.• , _,..,....-- Lu u) . -......„ _ ,..../.--...i : ..••••.,.... •-_-_, , , & 0 - . 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I / " : \Y's•Ai,3 :te..• t .. , .. , .;.....=A30431,11.ttell.:r .,/''., ■,'..-?:.7'..7..1,\ .... : ....r )...,, i -...sA .1.: .. . : i ! :.. Mtn, . ) ..1 / ../.. , . ..\ ..._L,..... . 1 4 (., .•., 2 1 . !...1.... 4 • 0 . .1. 7 0, , / i t i ) , ,- • / • T -...., .• . ,.%•'-,, • ;;. • • i i I . li cr•-•--'• /,, , • • ":...... ....... i • •• ,••• •••".•• i 14 ; ,-. .., ,......e.•:- \ \ •. .!...,. Yin i ,,,:‘ (I 1 ; . 'Qt :a .'..\ -... j• • i ; V • 1 : :: :' ;V . .i.. . • \ , 1 . ••• i.11 ,.......,- ••..•............:: 1,Qif i ill 26/..._/// C•4; 1 •• • 25 • 1..--' 1 / • C lic i li .• •• •fi z ,i .? • 7 1 ( Q r ./ i I! • ,--, . I \ I • - I . • • / ■ \ II 1 : . • 27. .. L. .. ..... ... 1. ,..1 if,: t,.. ; ! I, - . 1 \I :* • ; • • ••••,-..-- •-• -• ••••: • •-•,_.L,I• -• , " - 1 i'•\1; I I I 1 •-•:".- .t \ , , it /:71 \V\1 (Q ...t,. 7 i \...`,.. :t . , i TL .....1.1- e . ,.‘ ' ': i ! . . .. : : : . . :P:4- ... --,-.4A- 1 i 1. , "•:- , \ ,': .N J ii , • 1 c•mr •-•*--•• \ A )) I 4 ../ ...., .1 { ... .. Nt I . , . , . .. _...... • - \ .g. - - ; ) ,:• _____,--,,,,..-; ;EAT E 1 I r AcomA ., • k 1 .,•,.. \,. '.N• ,---:•-•-•-•"-"" , A • N 1..., • ..,....,...\ .,.... .2. ' I in! P ' • TV; . 1 ' V . \ A .. - N. il VNAA • •"• • ..". • - -.. - *•''''''V,1 rie§. A; 'N't• v,„1,4' , ,-......4 A - I ref : Preliminary Geologic Map of Seattle ,..- Qig.`a '. and Vicinty, Washington, by Waldron, . . ' Liesch, Mullineaux and Crandell, USGS COI Map 1-354, 1962, scale: 1".2640 1 SITE VICINITY GEOLOGIC MAP ,. Proposed Foster Heights DeveloT.men._ • ' GEOSPECTRUM CONS ULTANTS, INC. th Sou 146th Street & 51st Averue sou ,t , 1•:.:::::::::::g:.:. Tukwila, Washington .4, , • ...,:::: ' :4-4tifig0 GEsorcaci Era/ r and Eortry Sabon=o• .1....,,4 Proj. No98-103 Date 2/95 Figure, 1 fl;w,..•„... • ..... . . Valift, - 444.4.44•44 S.A.M. • • ' • ., .. , „ „ ..... , • . , ..4 , 4.. .....,,.....,..,',... ',.., .,..... .. 4 . File: D 02-0132 35mm Drawing #1 -/ _ _' - . - FIELD EXPLORATION . ' - Our field - exploration included a. site reconnaissance and subsurface exploration program. During the site reconnaissance, the surface site - conditions were noted, and the locations of the test pits were approximately • z determined. z z ce II _ _ The test pits were approximately located using existing features as a guide. 6 D Eleva at the test pits locations were estimated from the site plan U o prepared by Baima & Holmberg dated 9/12/97 combined with our own site . , 0 o measurements. . • co = -I,- _ Test pits, were advanced using a Yatani 140 -B trackhoe excavator. Soils - w o were continuously logged and classified in the field by visual examination, in - 2 _ - - accordance with the ASTM Soil Classification system. g a Logs of the test its are presented on the test pit summary sheets A -1 = el - - through A -3. The test pit summaries include descriptions of the soils and '- w pertinent field data. Soil consistency and moisture conditions indicated on - z ~ the logs are interpretations based on the conditions observed in the field. - w o Boundaries between soil strata indicated on the logs are approximate and w actual transitions between strata may be gradual. . - - - D o _ o N - 0 H- , w u. � z _. 0 ~ z . - __ t • J - - I - Li , - .. 1 . A � �..;''7L: 7.4, ■ • - - I ...u ' U / ,W,} ^ , „, . , . . . • '; ' ,. .. ........... - .:......,.+".e.— ..L: -+w- .+r'aM . �.u' .irl.. .WeW. •rIYN+6MN.w+A y,. w w ........ ..... ..,... ..ww++u..... J .. .. . ..- Jinl...l. uant.'- .._uw..:•w- uwua ., , . ' \ l { • • Logged By . TEST PIT NO . 1 :.- JAD • 1 /23/98 . ' . Elev. 464' W (4-Plows USCS Soil Description ' (%) . o . TopsoiTopsoil/Organics of mo Organics so . S ob s& dk brn , mottled --� u +�- z 1 1 — Sandy Sil�/Silty very fine hand to wet Seepage SM w7occ gra eel to 4 firm. 4 ver, ` -- � r & o v n — - grading to _ moist red -bro 0 2 ML JAD Sandy Silt, very fine Sep N W 3 — to 29.8 N I -- hard . w 0 4 _ difficult l g 5 J . _ digcing ' 5--• N = w _ Depth Date 6 _ - Z0 e - — • w/ ,p rounded gravel moist g . • 3 — to 4 . to 23.7 • 4 _. . Ver iii'ti~cult ` . stiff - diggi — ng _ 9g 9 - 5 — hard - Maximum depth ' %Q"" Y 7 -- aX th 6 ft. p,�t "' . Seepage at approximately 2 feet. ., `if ,v MP . . 4 EfX-M TEST PIT LOGS x °'ly GFOSPECTRUM CONSULTANTS, INC. • Proposed Foster Heights Development ,..< „�:�.: South 146th Street &- 51st Avenue South a�. -1 a Y>- 'K^ m LHl ... .�� Was . ila • :� ...� • Tukwila, 9 Goorochn /cal anpinooelnp one Earh Sclon Prof. No.98 -103 Date 2198 Figure w 4, s.. . ... .�.._ ............. .. . .. ,.. ... _... . •..,. «.. ., w, �.. mr 'i!�,+:rte�i'S13 *.f'.!K�f�.., �•.S2iYiY ? i i - , - - .- - . - V.• - - t l :\ c l . . . TEST PIT NO. 3 ' L ogge d By JAD - - ' Date 1/23/98 /23/98 _ • Elev. 422' • - �pPiows USCS Soil Description (%) O. z — Topsoil /Organics soft moryst dk brn _ 1 — ML Sandy S w /occ -ravel to 3" wet a - 6 m 1 - D Seepage v O • 2 — very mottled 40 — -- W • _ firm - _ . -3 — w /trace clay Seyy moist Dr�Q red -brown e- 4 hard • - Q 5 — = d _ F- W ! - - z = 6 — • I.- Z O 7 Maximum depth 4.5 feet. _ w uj Seepage at approximately 1 - 2 feet. v p - - O N oI- • . TEST PIT NO. 4 - �F • Logged By .1An u_ F. Dat 1 /23/98 ' Elev. 423 iii _ U • — Topsoil /Organics - loose moist ark p F • rnu/n z to -- • . 1 SM Silty very fine Sand • very bo wn • . — m oist groYrn 2 -- w/ occ. gravel to 3" — — • medium _ mottled 19.1 • 3 dense g g . • -- — r o wn - • • 4 SP Sand; fine -med • dense . mos gray . - -- 24.1 _Caving_ 5 — . wet Y Seepage 6 • — SM Silty fine Sand v.dense v.moist gray -brn :. J . y ` . — Maximum depth 6 ft. - -' ?.r,, Seepage at approximately 4.5 - 5.5 feet. ;; ,.+ • `� T EST PIT LOGS y " �' P{ ' 1 { G•EOSPFCTRUM CONSULTANTS, INC. Proposed Foster Heights Development , h ,..,. ��� South 146.th Street & 51st Avenue' South ,1%: : l� w i % �:� Washington i �.. in to • .. J� v Wa sh . �� � Tukwila, ,y' Gootuohn /co/ Enp/nooNnp and Forth S�lonoo• i '':' t: , 4 2/98 G Figure A -2 - . Proj No98 -103 Date / Fi ure : 1 . . , - , . - 7 J , ' ' q . , ; , , - . S , 7 1 • 0 . . . .,,,, 1 , , , : , i ; S ? J . S . £ " a Y F t w o P t r _ r . m a • w o . a h i r r m w a . . . . t . m ) . .4.m.e..-r.•.xrn - .. ,.,...•.........,, .., u .,, i. ,, . .. - -- _ —' :r �.i r. : 1 _ - - TEST PIT NO. • • 5 . j , , L B JAD Date 1 /23/98 ' • Elev. 428' I • Depth • • W • • (ft. lows USC• Soil Description (%) • • • � 0 — Topsoil /Organics - soft - yrn dark = � • 1 w /abundant roots to 1" too brown • : - W re 2 i _ — .4auin m 2 _ ML Sandy Silt, -very fine Seepage , wet — . 37'3 8ro�in v o & occ gravel to 3" _ _ — eepage CO w 3 — . - • firm very gr y _I _ i — - - & Silty fine Sand — ff — — r 17.1 �. u. - _ - /hard moist brown - , W 0 • 5 — u) i z w l — H z i— . - 7 — Maximum depth 4 feet. w w i. _ • Seepage at approximately 1.5 - 2.5 feet. o U l 0 1- • TEST PIT NO. . 6 Logged By JAQ _ "- O Date 1/23/98 • - - Eev 408' z . iii • 0 . o w Topsoil/Sod , ve ep wet dk -brn FILL 0 • . 1 — - I. / Sandy Silt/Silty fine Sand l M z — It -brn ' 2 — . - brown 30.4 . • — - 3 _ • . — — ck — ' — — — . • • _ Via' i — — — moist �r�� =br - 4 — / becomes more S5. y — — — . - - — Teens � n 20.5 5 to dense _. . , Maximum depth 5 ft. •• - L s; . _Water at 9' inches after 15 minute. - ` . . - I es TE ST PIT LOGS . t gib' GFOSPFCTRUM CONSULTANTS, INC. Proposed Foster Heights Development South 146th Street & 51st Avenue South 41-q..10 i x . k= i ..... .. �a�: ..... Washington on .�;�.. Tukwila, 9 Gootochn /co/ Enpinoorinp and Eorrh Sc•/oncoi • � , • 098 -103 Date 2/98 Figure A -3 "'' :i . Pro]. N 9 �� • .,,.r: ...,y`., °,u v3,s�'tr7r4,, ' ?I;A041'•km ;sr- ,,-- -._, .., .,,...v .nw ,"v , `, .. i. ` �+�� t 'sh�r�.i542,t+sr n aStnnF�ms ,,,.. , . _ ,va+�v �n5�n�cipuiwrcx�urnmm� ,.r..., ;\ If you have any questions, please contact me at (206) 431 -3684. ' Sincerely, . Kazu& Kathryn A. Stetson i f �:.,. Permit Coordinator {.~ , = ; ", .' `.1 - r i te ;5.. • encl " . . ♦qr xc: File No. D02 -132 1 agal ,t ‘ I ' ''''' , ,.h r.4 7 - :.1 ( --- -L itv w... gl i 1 r. is ' 6300 Southcenter Boulevard, Suite #100 • • Tukwila, Washington 98188 • • Phone: 206 -431 -3670 • • Fax 206 - 431- 3665 . , .. , ., . ..__ ,y... .. ..w . i5.. n.t ..• .. .. .1 u.++.n +..l.! •4 1 wt't r'•'.IY/t. n u ...h.w ... .u. •u . ,4' .. . :u, .... .. y y kMN .VdSiM� t.. .S11:w Sa.3ia,U ICAt'.45. "i�:Aif , , , , . - - \4r :` /Ps, ' f ��� �A p)t ,�- Earth Consultants Inc. ir11'`, Gtrotechnlcal Engineers. Geologists & Environmental Scientists r - April 18, 2002 E -9920 1 z a • Long Classic Homes 1 � w w 1624 Pioneer Street m Enumclaw, Washington 98022 N o { Attention: Mr. Doug Pulley LU i N u . Subject: Vapor Barrier w o I Building Slab -On -Grade 2 Foster Heights Subdivision u_ a Tukwila, Washington 52 a � Dear Mr. Pulley: z F- o z 1- In accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rheo -Mix . 1U j concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its D ° use on several of our commercial projects. The additive is produced by Cadman, and is intended o D- as a substitute for a conventional vapor barrier. It is our understanding that the Rheo -Mix additive = W . effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor F- H through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional "-- z plastic sheeting vapor barrier. w U Y2 We trust this information meets your current needs. If you have any questions or need additional z ~ information, please contact us. DO( O DDI-133 Sincerely, Poi I DU t - i.3 , EARTH CONSULTANTS, INC. DO 1 0s`l �� _ 33 • . L r A. c' .DoI OgO DOt.^337, .. VP ` - 339 � s 1 ei - . 1 %,,, . t ta�oZ t�t,�1: 13� 1�p1 7 ,1„.....„4::,:.1,,.,), Raymond A. Coglas, P.E.. . r;` Project Manager t ' EXPIREIioD v cc: City of Tukwila `' ' Attn. Mr. Dave Larsen ' ` "•' may, y ' r YGi h 1 1805 -136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 rz,,' . tly f� lit j t' .w.+.rsw+TY .YJI lC.. lY W1Yi.u' NWAl*WM4k!' YuMn1'*1t$FPV ihmrn..tf• '.+u. w..i•r..Mt ..x✓.ti. 4vf v .. ., w...er. Nx ...n +ve.r.e...w- w..ru. rum t.» v. v..... . .htrk. +rr .4IMt u.. , , WE ARE SENDING YOU: ❑ Attached ❑ Under Separate Cover Via: w THE FOLLOWING: g Q ❑ Field Reports ❑ Reports ❑ Preliminary Drafts ❑ Test Results I a ® ❑ I- W ` Per Your Request z Z� Copies Date Description g m ili 2 4/18/02 Vapor Building Letter o co 0 H wW H V • u- 0 z THESE ARE TRANSMITTED FOR YOUR: _0 F. ® Information ❑ Files ® ❑ Distribution 0 Approval ❑ Review and Comments ❑ Signature O z ❑ ❑ REMARKS: If you have any questions please call our office. Thank you! ■ cc: 1. City of Tukwila ATTN. Mr. Dave Larson 2, ATTN. t , , „” r 3. ATTN. ,,,:,k '{ .., J 4. ATTN. BY Keri Bate .0c1.,;11 y' ... ' 1 . , 614 . 4 . 1 ' Yeti;:' 7 a 1 bu, A I - — ••\ • • lent by: Earth Consultants 425 746 0860; 01/11/0^ 1 PM; Jethic #611 ;Page 8/17 i 1. �. e arth Consultants Inc. 1 1 , •!f/ (ity>Mt'1ltllt' :11191};ntrt t�. Bali l}4S . s 1.11virmtri 11illtil•N7111i(s j . { t January 11, 2002 E -9920 `� w 2 FILE COPY 6 City of Tukwila co w ; Department of Community Development . � 6300 South Center Boulevard, Suite 100 N o Tukwila, Washington 98188 4 � g J . Attention: Ms. Joanna Spencer, Development Engineer N 1 = a. I-- _ Subject: Geotechnical Review -- Lot 5 Z Proposed Foster Heights Subdivision Residences o South 146 Street and 51' Avenue South w w King County, Washington 0 o - Reference: Geospectrum Consultants, Inc. ° Geotechnical Evaluation x Foster Heights Plat Development uL o Tukwila, Washington z co RECEIVED U =` Drawing FH -5 CITY OF TUKWILA o 1— Site Utility, and Drainage Plan Z Foster Heights, Lot 5 MAY 3 2002 PERMIT CENTER i 1 Dear Ms. Spencer: . In accordance with your request, Earth Consultants, Inc. (ECI) has reviewed the referenced geotechnical engineering study and drainage plan for Lot 5. At the request of Long Classic Homes, ECI has assumed the role of geotechnical engineer of record for the project. Based on our review, ECI is in agreement with the geotechnical and drainage recommendations for Lot 5. D (oP I l i „414 5 4 -4 1 1805 . 136th Place N.E,, Suite 201. Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 746 -086C Toll Free (888) 739,6670 k ° ` a' P � u. y.,. rwovu». w. M ...�..,.ev..K..o-,.w.,......,,.. ........ . .,b,.....,,.... .. ....,,...•...n...u.,.+.., «.......,,.»..oa.,.,..+..� .,. .,avw.,.,nar,e«+.Ama+,C:,S'�alL nay • � b. ,•` - , i Sent by: Earth Consultants 425 746 0860; 01/11/02- __ ?•1' PM;JetFa #611 ;Page 9/17 i 1 3 ` J 3 ' i City of Tukwila E -9920 January 11, 2002 Page 2 ' , z ' We trust this information meets the geotechnical plan review requirements for Lot \f , 1 , ,� z 5. If additional information is required, please call. re w v • Respectfully submitted, cj o I .. u) p co 1 EARTH CONSULTANTS, INC. ' ' N N i i a s 0 Q r � # Z r c� I it /oz. co M A 'ova. el° z o i Raymond A. Coglas, P.E. I FXPIRES7 /� ., f Z ?.. � D D V CI 1 Project Manager o N ; of ; RAC /jms Ill W' H V cc: Long Classic Homes 1 o z . Attention: Mr. Doug Pulley W N z I • j ' i V '1w! 1" 1. '.' . M'. . , t ' gj L Earth Cvnwltsnts Inc. pg „ Y t. ` I P4 ' r w 1 ,� ' i i w'ry' " 11 �" '' ...t r.,. .- ...:..:....:. ..u.'i.:aru.L:.uS. ., SbMr a••ene+roraw' ....ua..,. .. wr.e�.wwe.wrwvr...Y»n.erK. gar.. rwu+ fwawrnviuubYw +lMlalSlJ.•.'�CXNVARI N { ■ , . - - .. { - -� —_, — ,, _ ,- ■ - 0111 -!4,. 4 4' . , Cit of Tukwila -if x ' 09 , �, i Steven M. Mullet, Mayor iv� iQ �� = .: ti i 1/2 9 Department of Community Development Steve Lancaster Director 1908 _ -- Z October 7, 2003 1 . . 1- Z Q uw re — ,, . . {( ■ ■ :` .. "' _� , L11Y1J PAGE 02 drytvaII i n c. reuben knoblauch p.o. box 989 ......, 9un"lner, wa 98390 office 253/926.8667 z fax 253/926.8712 , Z January 17, 2003 w o o o, 00 IT ■ iii it. r Vapor Barrier Paint Type Sherwin Williams154 -6407 a Paint Coverage 400 sd . ft. /gal. w Z I installer Drywall Inc. o General Contractor Long Classic Homes Z '- Job Site Foster Heights - Tukwila, WA o oco off` o Man Type square Footage Covered Total Gallons Voed = w' ' Lotl Plan 452 7440 z `. .. .vw e_. a ...:�y..�..... a........ r.... nr .� a u.......tur ' nh�.. �1} NIWtd[ r.. nv...- re. �y... ..........v..- ......ur. i F . '\ vt �+r auuJ 1 u. w. 4:JJ740011Z ULNI, F' *t. d'd . 1 08.05 t7ii, 1611112 Z PACKAGED): 50 premsAvx and warm water. Flush spray equipment be applied directly to the bare surface VOWMESOUDB: 37 * 2% after cleaning with mineral virile to pre- first, then apply the block filler ■ WEIGHT SOWS: 44 *2% vent rusting of the equipment. Follow PLASTER WEKHIT PER GALLON: 1O5 bs. manufacturers safety recommendations Bare plaster must be cured and hard. . when using mineral spirits. Textured, soft, porous, or powdery plas- . ter should be treated with a solution at CAUTIONS I pint household vinegar to 1 gallon of . _ water. Repeat until the surface is hard ' �, :.:,.: hard. rinse with clear water and allow dry. to d �Y Do not apply at temperatures below ,a; v So° F. I ? = ' ; Protect from freezing. Non- photochemicaly reactive. ; ? ,iti. ; a E 7 E C ' 1 NA 1'1 ;IJ(03 t ° :,,.4., Bud . iNG k� ;4r �q�: ' 7 4A� 77,7^, ��;' .. ......!.......x cur scut+ M, xMw4as' uirn: YWYYMiMIbMHWVYFV '.Y�%.T1T'!J. L• .n�..t:.CW'WiaSJ..G'r:Liwi1:�G . . , - NCM1' MRIM, YV4* tN,} yF( t+. MM. iMa +N,t/N'wMk.wnNJ.,rrrn4ew+.awr _.. ' :■ r.--, „ x- L" 1- iVi 1 i u oa- i,u ,..., PLAN REVIEW /ROUTING SLIP i ( ACTIVITY NUMBER: D02 -132 DATE: 01 -24 -03 PROJECT NAME: FOSTER HEIGHTS - LOT 5 z a SITE ADDRESS: 14510 47 AV S W Original Plan Submittal Response to Incomplete Letter # v Q co 1 X Response to Correction Letter # 1 TO X Revision # 1 After Permit Is Issued WI . I— I 0 W W0 S DEPARTMENTS: 2 } u. J Building Division p Fire Prevention ❑ Planning Division to d a Public or1liss //f d2--1-0 [� �/%( Structural ❑ Permit Coordinator II W Z O A i+ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -28 -03 W I Complete [Z Incomplete ❑ Not Applicable ❑ 0 N I Comments: 0 H i =V H H u_ O Permit Center Use Only Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 H Departments determined incomplete: Bldg ❑ . Fire ❑ Ping ❑ PW ❑ Staff Initials: z f"' TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ t REVIEWER'S INITIALS: DATE: i i APPROVALS OR CORRECTIONS: DUE DATE: 02 -25-03 Approved [v( Approved with Conditions ❑ Not Approved (attach comments) ❑ I Notation: ";� ;: i.T ' nn k1i.. REVIEWER'S INITIALS: DATE: ' i t Permit Center Use Only •.....J, '.ill • CORRECTION LETTER MAILED: .�t q Departments issued corrections: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: , 1,,.,� 1 ` _ t 1E f Z C Documentshouting slip.doc + , 2.28.02 rt' , y+,`. '.•i t ti ,-. - . .. . ., RMIT COORD Building Division © Fire Prevention ❑ Planning Division ❑ = d I— Pub is Works 1 9 5 ..... 03 Structural ❑ Permit Coordinator I ? i ZO DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -03-02 2 D U Complete Incomplete ❑ Not Applicable ❑ 0 H Comments: = W • 0 Permit Center Use Only Cu i N U - INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z APPROVALS OR CORRECTIONS: DUE DATE: 12-31 -02 with Conditions Not Approved [ Approved ❑ Approved ❑ pp roved (attach comments) Notation: > ' ;; k REVIEWER'S INITIALS: DATE: , :1 5Tit : t1iiii i Permit Center Use Only ;: ":1,= : CORRECTION LETTER MAILED: I – I (0 -03 P Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW E Staff Initials: Kam lU , f ERMIT COORD COPY Documents/routing siip.doc „ •c 2.28.02 OA • rCib ti ..... .......� . .. . , �w.r ....n.,.._.., ........._.. _.v..w......... _�rM� �s,.�,. �.. ,,. . - • - . \ , . {./ - .. 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -132 DATE: 05 -13 -02 PROJECT NAME: Foster Heights Lot 5 a . �z --- , , — • . ;\ PROJECT NAME: /-? / 7 //7Y � - / s — PERMIT NO :. J 2 l-3Z Site Address: /VS/6 3/ /v �S' - • • - -- Ori ginal Issue Date: - //-.00 REVISION LOG . .. • Revision I Date I Staff I Date j . - Staff • No. I Received I Initials I Issued I Initials z I /'2YD3 ; .S,�5 I 7; D.3 I ..S-e-6 \° ` ~ Summary of Revision: ' , � 1 � ; '• i..,,,,f z ced _ .e...-re- . - � c am , 6 I � � ♦ L Gli e l�3 Li ... -- ---- �n��� 0 Received y: �� �' CO i (pleas print) l` N LL wo Revision Date � Staff Date I Staff Ma No. Received , Initials Issued I Initials I a. Q co D Summary of Revision: z = F.. ZI- Received By: 2 n Lij • • (please print) - U 0 p F- i; . f Revision Date Staff Date Staff - H 0 No. • Received Initials I Issued I Initial u- ~O NK`"4 to,... EN ISN h�IYIPiY.bYf� !!!D'd#'1'NSF,,,,5". ,..w8 ,,,,,,,,,,,.rox•r.�ur+.na ,. „�t�.,.�...,, ». ...._.. ., •, .0- �� - .... ii; City of Tukwila of lit ti Department of Community Development - Permit Center W ( ' %-4 J o , 6300 Southcenter Blvd, Suite 100 N , , AO j J 2 . Tukwila, WA 98188 k z J ,,,, M 7s .q Sheet Number(s): s F ' "Cloud" or highlight all areas of revision including date of revision ° °A " 4f: =, . d; x } . .e y Received at the City of Tukwila Permit Center by: �2 J l NJ; T Entered in Sierra on ta x T. ii 01/16/03 = + �` :�,,. 4 i tet.4.‘,,, IZ ■ , - -- . - �.C/' • 6. �J,..''"""'„wgs'., City of Tukwila ! = f El o Department of Community Development - Permit Center �` ..r. -!_ ) 0 6300 Southcenter Blvd, Suite 100 N 5 •. ; Oa / , Tukwila, WA 98188 , , : •• '�, • • '0 : (206)431 -3670 ' • 1908 = Z nJrt 2 tit; 1 ia, 7i .:: ',, f 5,1 ( .r y sr E , . ISIO suB TT L. { A , t . ,�.r ..) :l,. »i'. l. ,!. , a :.r.. ( ..i,. s. ±.. • -t,..t ..:::: .. ,, :e .... i:!:::!;':%. it 7, ,, f t i f i (, w t: I. li J U 0 O Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted ` co w through the mail, fax, etc. H fi ` Date: 11 ZCP /0 Plan Check/PermitNumber: ZPZ '� f 5Z uj l J u_ Q ❑ Response to Incomplete Letter # N d 2 . - --, . , - L Sent Earth Consultants 425 746 0860; 04 /18/U 11:51AM;JQ[ tax rid; rage L/1 � 9 Ea Consultants Inc;. i ; cic...irclirti••cd El Wit t k-t4nutyt3 & its 'yin n n%irnttd �c 1(11:1. .t. ' i 4 . April 18, 2002 E -9920 z ' �t-- w Long Classic Homes 03 1624 Pioneer Street ti0 V o Enumclaw, Washington 98022 0 c° co w w= � u - Attention: Mr. Doug Pulley o w - Subject: Vapor Barrier g ..I Building Slab -On -Grade u. a Foster Heights Subdivision = d Tukwila, Washington I- w z� Dear Mr. Pulley: LIJ w In accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rheo -Mix D o concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its o use on several of our commercial projects. The additive is produced by Cadman, and is intended w u . as a substitute for a conventional vapor barrier. It is our understanding that the Rheo -Mix additive x 0 effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor – z through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional u plastic sheeting vapor barrier. o i We trust this information meets your current needs. If you have any questions or need additional z information, please contact us. Sincerely, EARTH CONSULTANTS, INC. D l';%. ' , ill Itioz.. - it , ' 1 A. r t + ' c � .. ' fill 1 0 • /:- � ti . l " I n •,. Raymond A. Coglas, P.E. k1 - f s' , gr Project Manager "-- — / 7s l /� ZpQ� G� \ I .Z +Y n •i • k , ?rSI cc: City of Tukwila ^*` � ri , ` Attn. Mr. Dave Larsen \ -C)k . ,, "� 1805. 136th Place N E , Suite 201, Bellevue, Washington 9900b Bellevue (425) 643 -3780 FAX (425) 746.0860 Tol. Free (888) 739.6670 it1;4T vr- '' ; _ • i ' .. . 7�I 1 1 ii t !ter �.i.�nr�ria�.�r ■ .. ' SIMPSON' HOLDOUJN i ' STRAP PER PLAN OR 11 MSTC40 MN. �i �: 1� I �s re re ILI 11 2x STUD. USE (2) STUDS co w HOLDOUJNS. W = , J ~ EXTERIOR SHEATHING 1 1 co o H' . PE -,`SR. 1 = I 2x PT SILL w/ ANCHOR ' i BOLT PER PLAN OR u_ a v I SCHEDULE. USE 5i8 "42 Y w leolL 0 . A AT 60 O.C. MIN. Z I 1 W° . "4 BAR a 16" 0.C. - VERITCAL n o � . 0 ( o � . ,; r W W . ' SIMPSON' HOLDOUJN i `! 0 PER PLAN III -- 6' -0" MAX w z u) U — *4 BAR a10 " O.C. a o HORIZONTAL. • ° ° ° ° Z ° (24-- '- � ‘ _ � lr �` , � *4 BAR CO�JT j \ / j / CITY Of— 1 U! <WILA \.`\ • MAY 1 3 2002 20" S" PERMIT CENTER . dm- - 2' -10" COPYRIGHT 2001, SEGA ENGINEERS .... . , , ; :;. ,i ..M'. 5 v� ,r!' ,, _. � P` - 44 ; CRIPPLE UJALL FRAMING AT FOUNDATION s <4 ') ell\ I'' LONG CLASSIC HO MES SCALE: NONE " 5' } °' p ;/ FOSTER HEIGHTS, LOTS I - 16 ' :,, ' r 4 . , , SEGA Engineers t ry / . 4. 26608 ,�.y" / / { k 2, t S IGNAL FG(S` S �%+ 1 Structural & Civil Consulting Engineers lat.4v 'G f7 22826 312th ST SE • Black Diamond, Washington 98010 . v , s . • a a (36 0) 886 -1017 • FAX 888 - 1016 +'' 1 Zgrn � b - ;:... :. ._...ku:.iuu .:.....:.'.:r..w., Temwne...sanvw. .s .,:._c ..aa _.. ... 7.12.44AL Return Address 20010803000206 CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd Tukwtla, WA 98188 (206) 433-1800 1 3000 K14 CiUN Y, uA CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET 1 1 Document Title(s). UNDER- --+ GP,t:11 %1141 ORP1Nt�MC E - 05LI644T1Q1�1 FOR Furu R.6 uNDER6�N INGGee CJ Parties: City ofTukwila, WA CA 6200 Southcenter Boulevard Tukwila, WA 98188 Other: WWLOF $WTT Last First Initial TRIDOR Incorporated Company Name (if business) 222.Q7 Elliott A k_ Address Sea-We WA 95121 City State Zip Legal Description: LAS 1 tkiviA0A 16 of F tet M plod L 2000 -026 r ordi h loo. 2xmO78 0 7b . Assessor's Property Tax ParceVAccount Numher(s): 261000.ODIO 26I00D -0020 • UNDERGROUNDING AGREEMENT WAIVER TO UNDER(,ROUNDING ORDINANCE OBLIGATION IFOR FUTURE UNDERGROUNDING ca The proposed system upgrade at Fader heights I6 -lot subdivision development, File No L2000 -026, at 47' Ave South and South 145''' Street requires undcrgrounding per Ordinance 486, 924 and 1321 AL01 6 5, i4-6th `a'rR ET - 5EE f}fl1 CN ME JT A, ..' Lot No. Tax Parcel No. Address { 2 3 4 5 6 7 8 244 oa - D010 a �e0 .. (silo SE /I p . 2.(O I ODD - Db2.o -Zo S It {In 4 Sl o S. l 4i C Vc' I DDD - Ob3c 9 0 Z(p( Gto - 004-0 7- 1 15zo �� - 1 Au S z 0 c�a ,~ ~ w 0 21 C7DO - t�So 1.4 4-i A� s co p Zlv((�DO- oo(cd 1 4flls S 145 �} X25 5 (�� St! 2(v(oaD - DC)-70 5� li �� i w C) U) LL t 2l01 °°o - Oo130 . w ) Z(o DOD _ 009D 9D X835 S i 10 II 12 13 14 15 Fu Lt 2 , I Opt) otoo ells s I W 1 I��s ? � Pl000 Otto ~ t- 2VI I boO- D iz a3o '5 i4s ��2D S KG' w~ Z(o1 0 0p - c gaI2 5. I` 3t °� to a 2(a1Dbb- 0(�-0 w = w 2fe IOb() - D15O 1/3069 s 45 t 3 16 �b IOOU- Dtr 1 oz 5 111_5_ � N F- _ O i ' - In compliance with the requirements of Ordinance No 1607 the property owner of this z single - family development has demonstrated application of the Underground Ordinance will create undue hardship if canned out as part of the development The Owner is obligated to participate in funding future undergrounding improvements for their proportionate share o' said undcrgtounduig fronting their property Furthermore, if I I 1 the L I D /U L I D proce:,s is used to carry out the construction of this unclergrounding, the Owner waives the right to protest L I I) or U L I r) formation for this utideigrounding Owner retains the right to contest the method of calculating assessments in such L I D and the amount thereof to be levied against the Owner's subject pt operty, and other properly owned by Owner which would be within such L I I) This Agreement shall be recorded by the City Cleik with the King County Auditor as ,t' required by Chirpier 35 91 RCW and the cost of said iecordtng will be paid by the City '`' '� j l This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors This Agreement runs with the land y 4 MU fS r't i t k n, •x t • - a : „ e . . . - ,• APPLICANT: -- -� 7- / 2-, -cam ( Applicant (Signature) Date Sc � D 6 l G -,/ G X ) - instrument, and acknowledged tha ie she /they signed the same a hi ,tier /their free and � w o d� voluntary act and deed, for the uses and purposes therein mentioned r-i Given under my hand and official seal this l Z day of ' A can D co a eta t i � _ Z I... l''' O Z E- MI u,i 060L.--- 9 , 1 c ... ., Si /„ , � - d to le b ". %0 N t, 6:t( { 1, G.in01 Cr-- i ` +NpTAgY' : T IL Print Name ill W • U • ~ '" '" i = NOTARY PUBLIC IN AND FOR THE STATE ii v 4,'•, %,.., OF WASHINGTON, RE IDING AT u' Z F �' w C t_ .v co ,, ., M commisstdn expires S- - 07 -- O CITY OP TUKWILA ca�v�o.. `�} cSC.s. a� rl i R/ zoo u he Works Direct \ Date 1. sy` "" ii y{ , , "ee , .: , tl ,,4 F Ytr`- ',6' ,4 1 t k 5 ip, �ht s ) RA .49 41.i.mbsiv,,) 1—x' v „,,,,,.. , , _ I ( 1 1 cc!o _-c I I 1 1 I I Lniu 1 , T Ak., . 1 I / ' Ill\ l ! t 1 I 1 .1. S I�d 1 / ((,, 1 A,:1 (4.1 I I I v 1 t j;;� _� r t I ; rG , ` ; !;I \, 5.145 STREET' i___ ', 1 ' i a t .. i � I p+•• ..�«. ACC o ..r ; G 1 1 �4 1 _ ,.._1 ; II, I l • I t UN ; `,• li;,ti 16 �,1 uev ` 1 r 1 . i ` ,_ ,' Ii i I . 1 I r y I 2 1 ,"_ 1 ; i'� �. .` ` -- Y w .»� ;"'tom i �,, we , 1 ¢ 1 ;f ,�-•� ~- -1 "'� • –1 t .w.".l 1 I I , . \` — — y — ...�. - - -- " ' "` 9 1407N 97 s " '" 1 r � 6uai 1' TO CURD=.► P.CIU t4D1 .. _ _ -i - - - _ _ 1 ...:.:�::: AG .EGM ErtT I I I i I ,��ww_..r 90ZoaoCO3oI00t �,. __: -.: „,"� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN i �' J { [ `^ �' THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. `. upper floor plan lower floor plan foundation plan upper level floor framing roof framing plan roof framing plan shear wall schedule kitchen cabinet section a-a roof pitch wall section general notes c ENER4L STRUCTUAL NO TES ALL CONSTRUCTION SNat.L BE IN CONFORMANCE with THE wiFORVI Buil.DiNG CODE (USG)199'1 EDITION WITH WASHINGTON SLATE AMENDMENTS. 251GN LQADS:, ROOF LIvE LOAD DEAD LOAD FLOOR L11IE LOAD DEAD LOAD 25 P5F (SNOW) 15 P5F 40 P5F (RESIDENTIAL) ID PSF WIND BASIC WIND SPEED 80 MPH EXPOSURE 8, 1 = 1.0 SEISMIC ZONE 3 Ca = 036,1 = 1O, R=5.5 INSPECTIOt45: NO SPEGIA1. INSPECTIONS ARE REQUIRED. NOTIFY THE BLIILDMCs DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. Fot,NpATIONS =, PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WTN 2,000 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1' -6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. NE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SNAIL Cam- TO THE REQUIREMEWS OF TWE UNIFORM BllILDNJCs CODE, 1951 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMS OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM F'c = 1,500 PSI WITH 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 4 MXIMUh1 OF 63/4 GALLONS OF WATER PER 94 LE3 SACK OF CEMENT. MAXIMUM SIZE OF ACaGRRECxA ?E 15 11/2". ALL CONCRETE SHALL BE POURRED MONOLITNIGALLY BETWEEN GONTRl1GTION OR EXPANSIQN JOINTS UNLESS 514O(LN 071-1ERIllI5E. ? I RC S ALL ALL REINFORCING STEEL SHALL BE GRADE 40 DEFORh1ED BARS IN ACCORDANCE WIN A5T11 SPECIFICATION 4-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1' -6" MINIMUM ULE55 OTHERWISE 51-10U 1s1. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL .4T CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED C1-4A1R$, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: POTECTION SLAB AND WALL BARS: INTERIOR FACES 1 h'2 " . EXPOSED TO I ATI -DER CSR EARTH 1I /2" '('5 AND SMALLER) 2" (ca AND LARGER) FOOTING BARS . 3" ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMv DF°2 OR BETTER POSTS DF'2 OR BETTER 2x FRAMING 1-P1 OR BETTER ALL 2x TIMER SHALL DE KILN DRIED. ALL GRADES SHALL GOrFOR1 TO'WIPA GRADING RULES FOR WESTERN LLI1ER'S LATEST E ALL WOOD IN CONTACT WIN CONCRETE BNALL BE PRESSURE TREATED. M.4MTAM MINIMUM 6' CLEAR BETWEEN WOOD AND EXPOSEO EART'L ALL NAILS SHALL BE GALVANIZED BOX OR Cdl'?'IGN NAILS. ALL MMf'Al'1 NAILING SHALL BE PER UCB TABLE 23- II -B -I UPlO. MACHINE 80LT3 TO BE 4-301. BOLT HEADS AND NUTS BEARING; AGAINST WOOD SHALL BE PROVIDED WITH STANDARD GUT WASHERS. MISCELLANEOUS MANGERS TO BE 'S111P50N' OR ICBO APPROVED EQUAL. ALL 4WlicsFR3 TO 8E FASTENED TO WOOD WTN PROPER NAILS. ALL NOl.EB SHALL BE NAILED. . , a tr • • GLUED LAMIN,4TEQ li)0C12 ME110eR3:, GLUED LAMINATED WOOD BEAMS (CL) TO BE IN ACCORDANCE WItN ANSI STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE STRESS GRADE COMBINATION 24F -1/4 (Fb = 2,400 P51) FOR SIMPLE SPANS AND 24F•v8 FOR CANTILEVER ADD CONTINUOUS SPANS. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR. UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN viz" DIAMETER. AITC STAMP AND CERTIFICATION REQUIRE. PREFABRICATED JOISTS: JOISTS WALL. BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANURACTURER'5 DRAWINGS AND INTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL 1-145 BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. . A PARALLEL STRAND LUMBER (P5L) TO BE 13Y TRU55 JOIST MACMILLAN (PARALL411) OR APPROVED EQUIVALENT (Fb = 2,900 P51, E = 2.0 x 106 P51). MATERIAL 51-4ALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER -292 OR C.CMC REPORT NO. 11161 -R. BEARING LENGTH SHALL NOT BE LESS THAN I1/2". DO NOT CUT OR NOTCH BE•M5 WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. BEARING MALL FRAMING: . ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x10 DF2 WITI-1 ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS $' -0" OR 1.155 AND TUJO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'.-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH I6d 16" Q.G. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH 16d fa 8" D.G. IHEARLigaUr..01 ALL SHEAR WALL 51- IEATHING NAILING AND ANCHORS 5HALL BE 45 DETAILED ON THE DIRAWING5 AND NOTED IN THE SWEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/0) WITH A MINIMUM PANEL EDGE NAILING OF 8d a 6" Q.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. BLOCK ALL UNSUPPORTED PANEL EDGES. ALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN TWE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' M5TA24 CONNECTOR UN.O. . . FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LE•GTI4 AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UN.O. APPLY 34" RATED SHEATHING - (40/20) GLUED AND NAILP TO FLOOR FRAMING ME1113ER6 WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 8c1 COMMON OR GALVANIZED BOX NAILS AT 12" D.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED 5HEATHING (24/0) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT SUPPORTED EDGES AND St/ COMMON OR GALVANIZED BOX NAILS AT 12" D.C. AT INTERIOR SUPPORTS. LAY SHE ATI-I ING PERPENDICULAR TO FRAMING AND -STAGGER PANEL EDGES. ROOF USES TRUSSED TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH UBC SECTION 2321. DESIGN TO BE BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. MEMBERS SHALL BE 5I ZED TO ACCODDATE A 25 P5F SNOW LOAD AND ALL DEAD LOADS. EACH TRUSS 514ALL BE PLANT FABRICATED AND SMALL BEAR NE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICBO APPROVED MD LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL FRAMING -TO- TRUSS AND TRUSS-TO-TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. cagNERAL CONSTRUCTION NOTE: ALL CQ•STRUGTION SHALL CONFORM TO THE UNIFORM BUILDING CODE (UBG), 1991 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORI1 tNE SPECIFIED IIIO14K TI-IE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL GONpITONS AT THE JOB SITE INCLUDING BUILDING AND SITE GONDtiONS BEFORE COMMENCING WORK AWL) BE RESPONSIBLE FOR SAME. THE Gal7RAGTOR SHALL PROVIDE 'TEMPORARY BRACMG A5 REQUIRED UNTIL ALL PERIANENT CONEGtIONS AND STIFFENERS HAVE SEEN INSTALLED. THE CNTRACtOR SHALL COORDINATE WITH THE DUfLDINCs DEPARTMENT FOR ALL BUILDINKs DEPARTMENT RE2iIc' INSPECTIONS. DO NOT SCALE DRA�MNS. USE ONLY WRITTEN DIMENSIONS. TIC DETAIL$ 514�1tt4 ARE Tl'PIGaI. AND $I4ALL SE USED FOR LIKE OR SIMILAR CONDITIONS NOT SW*Lt{ VARIATIONS AND MODIFICATIONS TO WORK $WO(LN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE KITTEN PE1I$5IN FRO NE ARCNITECT OR ENGINEER Flt! '. " . 0 * ." 1 .4% • • ...+...w... EXPIRED NOV -4 2003 r RECEIVED CITY OF TUKWILA MAY 1 3 2002 PERMIT CENTER 0 CITY OF TUKWILA APPROVED JUN - 6 2002 AS f1(llf_D ftLDG mvfst0/4 COPY RIGHT 2000, SEGA ENGINEERS 3 0 di • 1/1" RATED 8NEATNINGi Sd •6'0.C. 'SIMPSON' NOLDDIIN $TRAP PER PLAN f Its RATED 81 EATNING SOLID RIM JOIST �--' 54" 6U PLOOR 1/" RATED SHEATHING 'SIMPSON' A35 • 32" O.C. TRUSS OR RAFTER PER PLAN TRUSS PER PLAN 1x SW PER PLAN SHEATHING 1 NAILING PER PLAN OR SHEAR WALL SCHEDULE. 2x STUDS PER PLAN. (BEAM AT SIM.) EXPIRED JOIST PER PLAN SHEATHING 4 NAILING PERPLAN OR SCHEDULE Id" RATED SHEATHING SOLID RIM JOIST 2x STUD PER PLAN. USE DBL • 'SIMPSON' WOLDO(LN PER PLAN. SHEATHING PER PLAN OR SCHEDULE SLAB ON GRADE PER PLAN OVER 6 MIL VAPOR BARRIER Cat COMPACT BASE.. . 04 BAR CONTINUOUS (TYP TOP 4 BOTTC4"I) SHEATHING 4 NAILING PER PLAN OR SCHEDULE. w� 1.< MUM/ JOIST PER PLAN 2x FRAMED WALL (BEAM • 51W FRAMING at n�� FRAMING GOI�CtION • DECK PIPE SLEEVE •4 BAR (TTP) FOWIDA ?ION PENET�ltION MARK MINIMUM 51-EATI4ING SILL PLATE ANC.IIOR REMARKS 551- IEATNINCs (1) NAILING C1,) NAILING BOLTS (3) MIN. j" ii-II 'd • 6" O.G. I6d • Si O.C. �y," • 60" O.C. CaII -195 FLF OR OSB �+�" GDX 8d • 3" O.G. H / A " • I9.2" O C. Ca II s 4 ,+ PLF B OR 056 USE 3x STUDS • ABUTTING PANEL EDGES 4 STAGGER EDGE NAILING. RECEIVED CITY OF TUKWILA MAY 1 3 2002 NOTES 1) ALL WALLS DESIGNATED' l>" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATNfNG (24/0, MB OR COX) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE) 1.4IILING AT INTER1EDIATE FRAMING TO BE AT 12" D.G. NAIL I% NOT CALLED OUT SHALL BE PER UCB TABLE 23-11-134 2) HOLDCI NS AND OTHER FRAHMNG HARDWARE BY SIMPSON STRONG TIE OR EQUIvALENT TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE 5W5 MINIMUM. PERMIT CENTER CITY OF TUNWM.A APPROVED 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS TNAN 5" FROh1 EACH END OF EACH PIECE. EMBED BOLTS MIN1t'U1 CaF IN INTO CONCRETE. WASHERS TO BE MINIMLII 2" x 2" x 3/16". JUN - 6 2002 AS hOtED J C01°T1RIG 4T WOE, SEGA pNC P*ER6 • ter'- 1. •..,� 0 • • 0 s ceiling line detail joist perpendicular to wall joist parallel to wall structural notes typical detail for wall and slab drain system filter fabric fence install lot 5 foster heights site plan utility plan drainage plan filter fabric fence install backfill and compact excavated soil typical detail for wall and slab drain system excavation FOSTER HEIGHTS A PORTION OF THE NE1 /4, 9EC.23, 7.23N.. RAE. KING COUNTY, WASHINGTON CiT`! OF TUKWILA LE AL DESCRIPTIQN OF RECORD, PARCEL A: THE WEST HALF OF LOTS 10 AND 11. BLOC( 4. ADAMS HOME ACRE TRACTS, ACCOROING TO THE PLAT THEREOF. RECORDED IN VOLUME 11 OF PLATS. PAGE(S) 31, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 15 FEET OF THE EAST HALF OF LOT 11. SAID BLOCK 4. AS SET FORTH IN INSTRUMENT RECORDED UNOER RECORDING NUMBER 3573683. PARCEL 8: LOT 12. BLOCK 4. ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLU.VAE 11 OF PLATS. PAGE(S) 31. IN KING COUNTY, WASHINGTON. PARCEL C: WEST HALF OF LOT 13. BLOCK 4. ADAMS ;•+CME TRACTS. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, IN KING COUNTY. WASHINGTON. PARCEL 0: LOT 14, BLOCK 4. ADAMS HOME ACRE TRACTS. ACCORDING TD THE PLAT THEREOF. RECORDED IN VOLUME 11 OF PLATS. PAGE(S) 31, IN KING COUNTY, WASHINGTON. METES AND ROUNDS LEGAL DESCRIPTION, A PORTION OF BLOCK 4 OF ADAMS HOME TRACTS ACCORDING TO THE PLAT THEREOF AS RECORDED IN VOLUME 11 OF PLATS. PAGE 31 IN KING COUNTY. WASHINGTON. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID BLOCK 4; THENCE NORTH 0130'37- EAST ALONG THE EAST UNE OF SAID BLOCK 103.09 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING NORTH 0110'37" EAST ALONG SAID EAST LINE 103.09 FEET; THENCE NORTH 87'53'42 ViEST 189.29 FEET; THENCE NORTH 017747" EAST 206.31 FEET; THENCE NOR 1H 87'51'26" WEST 189.46 FEET; THENCE SOUTH 01.24'5r 'WEST 103.22 FEET; THENCE NORTH 8752'34" WEST 126.11 FEET; THENCE SOUTH 0123'03" WEST 309.78 FEET; THENCE SOUTH 87'55'58" EAST 315.06 FEET; THENCE NORTH 012747" EAST 103.16 FEET; THENCE SOUTH 87'54'50" EAST 189.20 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THE ROAD RICHT OF WAYS AS SHOWN TO BE DEDICATED TO THE PUBUC ON THE MAP PAGE (PAGE 3 OF 3) OF THIS PLAT. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS. THAT WE. THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LANG HEREIN DESCRIBED 00 HEREBY MAKE A SUBDIVISION THEREOF PURSUANT TO RCW 58.17.16. THE UNDERSIGNED FURTHER DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE .SAID SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). KNOW ALL PEOPLE BY THESE PRESENTS. THAT WE. THE UNDERSIGNED. OMERS IN FEE SIMPLE AND UEN HOLDERS OF THE LAND HEREBY PLATTED. HEREBY DECLARE, DEDICATE AND CONVEY TO THE OTY OF TUKWILA FOR THE USE OF THE PUBUC FOREVER ALL STREETS, WATER, STORM DRAINAGE AND SANITARY SEWER SYSTEMS LOCATED ON EASEMENTS ANO RICH MS- OF -WAY SHO+MA4 THEREON ANO THE USE THEREOF FOR AU. PUBUC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC ROADWAY AND u flLITY PURPOSES;, ALSO THE RIGHT 10 MAKE AU. NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND ALLEYS SHOWN THEREON. THIS DEDICATION OF THE PROPOSED PUBLIC ROADWAYS AND (MUTES IS SUBJECT TO 1HEIR COMPLETION BY THE D E ±ELOPER ANO THE ACCEPTANCE AND APPROVAL BY THE PUBLIC WORKS DIRECTOR THAT 114EY HAVE 2EEN COMPLETED TO CITY S: ANDr...733. • E AND ALL OF OUR SUCCESSORS WAIVE ALL CLAMS FOR DAMAGES AGAINST ANY GOVERNMENTAL AUTHORITY ARITINC CONSTRUCTION AND MAINTENANCE OF PUBLIC FAOUTlES AND PUBUC PROPERTY 'WHIN THE SU8DI V1; CN. (1 ; . D .. c:.0 8 2. ; IN WITNR= - '' ` OF WE HAVE SET OUR HANDS AND SEALS. sti!:CHAEL AN PRES E.N . TRIDOt. INC. ACKN0 1 EOC DEN TS STATE OF wASHINC TON ) ) SS COUNTY Cr KING ON THE_ NA- °__.SAY OF :: !::'at 20 °1._._ BEFORE ME. THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. PERSONALLY APPEARED_„ u;O-IAEL S.K. AAA: TO ..E K..O 4 TO of PRESIDENT OF 'MOOR. . v w.,r . +v .n r TO u.. • 4 . 1 INC., A WASHINGTON CORPORATION. THAT EXECUTED THE FOREGOING INSTRUMENT. AND ACKNOYI EDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT 44e. AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF. I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. PUBLIC : STATE OF WASHINGTON ) ) SS COUNTY OF KING ) WAS PRINT NAME OF NOT, 0Y ek r is s� ee�+p►.., SIGNATURE OF NOTARY PUBLIC _ MY APPOINTMENT EXPIRES Sl.4 t o9� Zo o3 STATE OF WASHINGTON COUNTY OF K1441 ON Uri= __�R'_DAY OF _jg# (1 2001 , BEFORE ME. THE UNDERSIGNED NOTARY PUBLIC IN AND FOI 114E '`TATS OF WASHINGTON. PERSONALLY APPEARED _IC.. _i:.a? Cs 'Le• - TO ME KNOWN TO BE_Mac.r ! r =,�Z _______OF CITYBANK, THAT EX ECU TED THE FOREGOING INSTRU MEN T. AND ACKNOWLEDGED SAID INSTRUMENT TO SE THE FREE AND VOLUNTARY ACT AND CEED OF SAID CORPORATION FOR HE USES AND PURPOSES 14EREIN rNTIC�.ED .AND ON OATH STATED THAT _ WAS AUTHORIZED TO EXECUTE SAID INSTRU'.'ENT. w! NESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED NAY SEAL THE DAY AND YEAR FIRS ABOVE L "rRIT?E,N. PRINT NAME OF NGURY Cr mu Si Lit q,` SIGNATURE OF NOTARY PUBUC DATED Z3 3, Zoo I MY APPCINT?�,!ENT EXPIRES Ste.. 1)9.2_0°3 STATE CF WASHINGTON COUNTY OF �� -'��- REGISTERED AS A LANG SURVEYOR BY THE STATE`., WASHINGTON, CERTIFY TN�AT TIi1S PLAT 13 BASED CN AN ACTUAL SURVEY OF eNE LAND DESCRIBED HEREIN. CONOUCTEO • BY ME OR UNOER MY SUPERVISION; THAT rr$E DISTANCES. COURSES ANO ANGLES ARE SHOWN 'THEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN 'HOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE. HAVE BEEN SET ANO 1 LO, T CORNERS STAKED ON THE GROUNO AS DEPICTED 014 THE PLAT, PREUMINARY PLAT NO. 198 -0019 ANAL PLAT NO. L2000 -02 QTY OLTUKYMLA APPROVALS PIA' 8IJCVICS DIRECTOR'S C R IFICATE I HEREBY APPROVE THE SURVEY DATA, THE LAYOUT OF THE STREETS. ALLEYS AND OTHER RIGHTS -OF -WAY. DESIGNI OF SEWAGE AND WATER SYSTEMS. DRAINAGE SYSTEMS AND OTHER STRUCTURES. I CERTIFY THAT THE SUBDIVIDER HAS COMPUED WITH ONE OF THE FOLLOWING: A. ALL IMPROVEMENTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS TITLE ANO WITH THE PRELIMINARY PLAT APPROVAL, AND THAT ORIGINAL AND REPRODUCIBLE MYLAR OR' ELECTRONIC RECORDS 114 A FORMAT APPROVED BY PUBUC 'WORKS AND MEETING CURRENT PUBUC WORKS DRAWING STANDARDS FOR ROAD. UTILITY ANO DRAINAGE CONSTRUCTION PLANS CERTIFIED BY THE DESIGNING ENGINEER AS BDNG AS CONSTRUCTED* HAVE BEEN SUBMITTED FOR OTY RECORDS. B. AN, AGREEMENT ANO BOND OR OTHER FINANCIAL SECURITY HAVE BE D4 EXECUTED IN ACCORDANCE WITH SECTION 17.24.030 OF THIS TITLE SUFFICIENT TO ASSURE COMPLETION OF REQUIRED IMPROVEMENTS AND CONSTRUCTION PLANS. EXAMINED ANb APPROVED BY THE CITY OF TUKWILA DEPARTMENT OF PUBUC ' .?KS T1415 DAY. 31 • DIRECTOR T( TREASURE''3 CERTIMATE THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS. AND' ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY THAT IS DEDICATED AS STREETS. ALLEYS OR FOR OTHER PUBUC USE ARE PAID IN FULL. CV20, 0,4A.5402... FINANCE DIRECTOR 'MAYOR AMID , CITY _ ERK S ROVAL EXAMINED AND APP V'ED BY TH2E OOZ CITY t TLIK• LA DATE Ku_ iGscgjjirLA)_e22LL,a I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND T A EPOSt '.+CAA: T TO PA I'HE TAXES FOR ThE FOI LOe•iNG TEAR, ;r,. T -ER_ ASSESSMENTS CER+•FIFO TO THIS OFFICE FOR CC-O_E 1C%. 3►,.0 r. -,A ANN, of TAIL PROPERTY HEREIN DEDICA ED AS S E; i S. AL_E (S. !TMEN OF }ssu MENTS W!r:ED AND APPROVED THIS . ✓7 ._.DAY OF _.. 20 a f &D• :<::•;(1; COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR riELLaratELGERIIMAJE PLED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS LS_ DAY OF s� ! 20oL. A.D.. AT 3 o MIND ,SPAT ,j: o v ' ,. AND RECORDED I. VOL.UME_z� OF PLATS, PAGES 9 7 RECGRGS OF i. ; :: G COUNTY, WASHiNGTON. '. SIC;1 OF RE OROS AND ELECTIONS 4EPu rf DIRECTOR. x :NG COUNTY DEPARTMENT OF RECOROS ANO ELECTIONS DIRECTOR. KING COUN i f 33O DEPARTMENT OF RECORDS ANO ELECTIONS `20 .ge% 0 © 0000 /70 "NOTE" WATER ANO SANITARY SEWER SERVICE PROVIDED BY DISTRICTS. - PREPARED 3Y Balma Hoimberg !nc. CRAW' FYI • ENGINEERS k SURVEYORS 1O) FRONT STREET SOUTH ISSAQUAf IASHDSGTDN 90027 (42S) 392 - 0250 JOB P40. 1736 -001 1736 -1 FP,DWG NECKED BY• I DATES 1 SHEET; 1 B FOSTER HEIGHTS P JETION OF THE NE1 /4, SEC.2Z T.23N., R.4E. KING COUNTY, WASHINQtON CITY OF TUKWILA UTILITY EA5BAENTS, AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SEATTLE OTY LIGHT. US WEST TELEPHONE COMPANY, AT&T CABLE TV COMPANY AND OTHER UTIUTIES, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS. UNDER AND UPON THE EXTERIOR 10 FEET OF All LOTS AND TRACTS. PARALLEL. MATH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHTS OF WAY AND TRACTS (BOTH PRIVATE AND PUBLIC). AS WELL AS AN EASEMENT 1MTHIN ALL PRIVATE ROADS, TRACTS. AND DRIVES. IN MNHICH TO INSTALL LAY. CONSTRUCT. RENEW. OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS MATH NECESSARY FAOUTIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION. AND OTHER PROPERTY. NTH UTIUTY SERVICES. TOGETHER NTH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. NO UNES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT. OR FOR TELEPHONE USE. CABLE TELEVISION. FIRE OR POLICE SIGNALS. OR FOR OTHER PURPOSES. SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUNO OR IN CONDUIT ATTACHED TO A BUILDING. RESJRIC11ONS 1. N0 LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. NOTES: 1. SET 1/2" REBAR AND CAP (LS 111332) AT ALL REAR CORNERS. SET TAO( IN LEAD IN CURB AT THE SIDE LOT UNES PRODUCED TO AN INTERSECTION WITH THE CURB UNE. 2. TRACT "A" IS A JOINT ACCESS AND UTIUTY TRACT. 3. THE LOT OWNERS OF LOTS 9. 10 AND 11 HAVE AN UNDIVIDED OWNERSHIP IN TRACT `A" AND SHALL BE RESPONSIBLE FOR THE MAINTENANCE THEREOF. 4. THE FIvE (5) FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 6 AND 7 IS FOR THE BENEFIT OF LOT 5 AND 6. THE OWNERS OF SAID LOTS SHAU. BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION -OF THE DRAINAGE FAOUTIES THEY HAVE BENEFIT OF USE. ANO SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 5. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOTS 12. 13 AND 14 IS FOR THE BENEFIT OF LOTS 13. 14 AND 15. THE OMER OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FAOUTIES THEY HAVE BENEFIT Or USE, AND SNAL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 6. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOT 11 IS FOR THE BENS IT OF LOT 10. THE OWNER OF SAID LOT SHAD. BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF 1HE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE. AND SHALL EQUALLY SHARE N4 THE MAINTENANCE OF THAT PORTION OF 1HE DRAINAGE FACILTTUES USED IN COMMOtd. 7. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOTS 1. 2 AND 3 IS FOR THE BENEFIT OF LOTS 1. 2, 3 AND 4. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE. AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES USED IN COMMON. 8. THE AvE (5) FOOT DRA::1ACEE EASEMENT •.411.1: LOTS 14 AND 15 IS FOR TrIE SENE iT OF LOT 16- THE OmERS OF SAID LOTS Sr -TALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FAOU TIES THAT THEY HAVE BENEFIT OF USE. AND SHALL EOUALLY SHARE THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 9. THE TEN (10) FOOT DRAINAGE EASEMENT WITHIN LOT 9 IS FOR THE BENEFIT OF LOTS 1 -4. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES THEY HAVE BENEFIT OF USE. AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES USED IN COMMON. 10. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS. AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE MATH THE CITY OF TUKWILA PUBLIC WORKS DEPARTMENT. THIS PLAN SMALL BE SUMAITTEO NTH THE APPLICATION FOR ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS. THE SYSTEMS SHALL ON BE CONFILE„ STRUCTED AT THE TIME OF THE BUILDING PERMIT AND AND SHALL, COMPLY V1TH PLANS 11. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE MATH THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS %ILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 12. THE RESIDENCE ON LOT 15 SHALL BE PROVIDED NTH A SPRINKLER SYSTE:,N. 13. THE OMINERS OF LOTS 10 AND 11 ONM AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THE TREES PLANTED ON THOSE LOTS AS REPLACEMENT TREES FOR TREES REMOVED IN STEEP SLOPE SENSITIVE AREAS. LOTS 10 ANO 11 ALSO OM AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THE TREES PLANTED TO SCREEN THE STORM WATER DETENTION VAULT LOCATED ON THESE LOTS. THESE TREES ARE IDENTIFIED AS THE 'TREE REPLACEMENT AND VAULT SCREENING EASEMENT` AREA GN` THE PLAT MAP. THESE TREES ARE SUB.IECT TO THE PROVISIONS OF TMC 18.54. TREE REGULATIONS. ANO SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL FROM THE CITY OF TUKVMLA DEPARTMENT OF COMMUNITY DEVELOPMENT. NOTE THE DEVELOPER SHALL COMPLY WITH GEOTECHNICAL REPORT PREPARED BY GEOSPECTRUM CONSULTANTS. INC. DATED FEBRUARY 10. 1998 AND SUBSEQUENT GEOTECHNICAL REPORTS. APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY PERMIT APPUCAT1ON, A LETTER FROM THEIR GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS THAT THE HOME FOOTING AND FOuNOATICN DESIGN INCLUDING FOOTING/FOUNDATION DRAINAGE SYSTEM ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. DURING HOME CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLANS. FIELD REPORTS ARE TO BE SUBIIIITTED TO THE CITY AND TO INCLUDE: A) TEL4PORA.RY EROSION CONTROL AND TEMPORARY EXCAVATIONS, !8) IMPLEMENTATIONS OF FOOTINGS. FOUNDATIONS. RETAINING WALLS. DRIVEWAY PLACEMENT ANO ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF BACKIL.L. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPUSHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOL JENNDATIONS• EACH OWINER IN ITS PURCHASE OF A LOT. HEREBY AO(NOWN.EDGES THAT THE PLAT OF FOSTER HEIGHTS. AS APPROVED BY THE CITY OF TUK*.A, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE OTY OF TUKWILA ANO ITS OFFICERS, AGENTS ANO EMPLOYEES FROM ALL CLAIMS. ACTIOWS, CAUSES OF ACTION. COSTS, ATTORNEYS ANO EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL OT APPLY TO CLAIMS. ACTIONS. CAUSES OF ACTION. COSTS, ATTORNEY'S AND EVERTS FEES AND PROPERTY DAMAGE RESULTING, RO A ME SOLE OR CONTRIBUTORY NEGLIGENCE OF THE OTY OF TUK1ILA, ITS OFFICERS, AGENTS AND Ds LO'VEES. PRELIMINARY PLAT NO 198-0019 FINAL PLAT NO. L2000 -028 • • VICINITY MAP NTS S. 144TH ST. PARCEL 'A' T.L. 0040000539 J ‘i 5 87•52'34" E 126.11' L_ ii' /r / /// I/ //iI/ N ' 01'23'03" E 33 • S 875S42" E 189.29' PARCEL 'D' T.L. 0040000560 PARCEL '6' T.L. 0040000550 S 87'54'50" E 189.20' PARCEL 'C' T.L. 0040000554 S 87'55'58 "E 315.06' S. 146TH ST. )NSTRUMEP(TAT[O)1 INSTRUMENT USED: FIVE SECOND TOTAL STATION. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22000. INOEx LOCATION: THE NE1 /4 OF SEC. 22. T. 23 N., R. • E., w. M_ BASIS OF' REA$I(VG: NORTH LINE OF NORTHEAST QUARTER 14 5749'18 w PER R.O.S. RECORDED IN VOLUME 30 OF SURVEYS. PAGE 57 • • • • • 34 3 v 1736- 1FP.r4wn -4 - 1'3 -fl1 .-- .14,?: 2R nv FCT • 1 1 F D. 4- 4 4- CONC. MC/N. WITH COPPER PLUG & / PUNCH MARK (ENCASED) p. VISITED 7-22-97 22 1319.30 1318.0g is •■■■ ••••■■•••■00.0... FD. 4rx4- CONC. MON. WITH COPPER PLUG 3t PUNCH MARK 0_04 NO. OF LINE (ENCASED:, VISITED 7-22-97 S 012.3W' w ,EST LINE LOT 10 BLOCK 4 ADAMS HOME 'TRACTS 1 _NORTH / S275234 F 1 20.00 I 2790 4: LINE LOT ADAMS HONE FOSTER HEIGHTS A PORTION OF THE ME1/4, 8EC.22, T.23N., R.4E. KING COUNTY. 'WASHINGTON CITY OF TUXWILA N 7.49 *! w #41 7,32.76 14' 2G57.45 OffiS) 4EAS. BASIS -NC TH LINE -IC AMS I-MF 1-2z 90.76 SEE: OF 3 ."-T "r+-0; A• 04 0 I 15 7r1 • :il p., n' : .0.., 1 4 / N43 1 •' I A BLOCK 4 SN1 TR ACTS 3.1 11 1 37-5;*2 6" E 189.46 -15.32 z .L.: 7.. . 7 -. - :As PAGE 2 ez; 14 19 _ .... • .. 13 e...1 62..18 SEE • :1; SO. FT. .0 sr: DOWER ESm"T\ F'- TC SEA1TLE CITY 5* _ ; .E. .•:-.3R0110.6 : I I • A • 14 • - I _1‘ ■ Tr: -- 77. • I t AGR YN 20 ti 16 19990812000314 \'•". 1SE:EWECSOLE2 SM. T • I 0 I SEE NOTE 8 ON PAGE 2 I . I 0"; I CO • to It 1 6500 SO. FT. • 5• WATER ESM'T w"1,57 TYP- - DEDICATED TO • O.. 1 -1" \SEE NOTE :: 3.: PA .. eV> / -. . ----. - - t :: : -G W E E SM . T : X.:.' ' -:- \3 3 i SE A T ;E CI TY, d X: -- -- . ▪ • ■ _A' LIGHT LIGHT - uPON ' ',"` \ s• RFC11M: /1?W N. \ if / / 1 1 / V CI: .0.0000 '1/ -•-•••••• 51 • 'W I 1-11 I7.33 SOUTH 145th STkeET L 1-\ 23 SANi TAR: SE.WER1 ESm'T PER RECORDING NO. 1999081200031 4 b 1 1 6500 SO. FT 1 10. u TY EASEMENT 11 VI •0-1•••••1.• PAM •••••■••••• ••■• 5' PRIVATE DRAINAGE ESPA.T. LOT 6 & 7 SEE NOTE 4 ON PAGE 2 5 r-- s • 0 I 1 N 8836•57 w 6&62 4 6500 SO. FT • u „ i 5..25. SiDEWALK 1 EASImFNT PBLiC oor Oi csl ife; 14N! mor) r• 0 if) s . i SEE NOTE 7 PACE • GU 44 •■0 ••••••• FP 2- BRASS DSC IN CONC. NTH PUNCH MARK (ENCASED) VISITED 7- 22-9' PREUMINARY PLAT NO. L98-0019 IFINAL PLAT NO. L2000-028 0 O • 6 - P -)tr: 6500 SO rT 0 I 6500 F , SE 0NE prGETE 4 2 •6OlDiJl •L 60.63 5• PRIVATE DRAINAGE EASEMENT 3 65C'e SO. FT. cfF pANGEnTF 7 2 0.1 SEE NOTE 4 ON PAGE 2 5• WATER EA,: T DEDICATED To 1 wD 125. TYP. 1 .09 49 S 88-36'57" E 2 6500 S. SE' f: NOTE PAGE 2 8755'W E 315.06 DEDICATED TO THE rOk ROAD UPON T1-1E RECORD INC..; THiS PLA 5 3755.58- - /..314 13 SCALE: 1"=40' gie612:112Z211111L4=1 0 20 40 80 LEGEND 9 •06,.1Ni) MOSIUmENT AS NC: -a' mi3NumENT 10 BE SET ROS RECORD OF SURVEY RECORDED VOLUME 30 OF SUR VE rS. PAGE 57 ORIGINAL LO 7 UNE3 ® SET REBAR Nn CAP. Lchl •■■■■ •••••• ....•••••••••■• 01.•■• •••••••••••••.. EAST LINE OF w1/2 LOTS 10 AND 11 ."'" BLOCK 4 ADAMS HOME TRACTS CURVE NO. DELTA C1 C2 C3 C4 C5 •,• • ••11 • - • 90'00'00" 7247'45" 37•38'36" 51•4232" 73'31'21" 6249'32" 40'43'38 :J./# J* 9:yroo-co" 23.:2*^. 621; ,-,;" L.:Jr 7B: L S 6832'7,C E ;.2 5 2.5.42.41- E S 25'42.41 E L4 S 25'4241" E 15 14 22 J 23 FD. CONC. MON LEAD & PUNCH k.4 ic (ENCASED visITED 7-22-97 RADIUS LENGN 25.00 39.27 25.00 Jr. 76 46.00 .30.22 46.00 41.51 46.00 59.03 46.00 50.44 46.00 32.70 25.00 5.95 25.00 39.27 -C •••••••• .33. 97 25.00 27 13 IS TAP: CZ 5.00 16.97 7.52 9.46 NOR Tri LINE LOT 12 9LC'CK ADA ,-071‘...iir 15' UTILITY :79.1T tO - - - - 76-f _ REC. NO '1, 999O8120003!5 -_ Y I ,,,,,,-- WATER ESM.T _ . 10 WA TER ESVT S 87b3z4r E t 132.1.5 ;. 5 PRIVATE ow • DRAINAZ,t. \ 01 11 EASEMENT . ut, 6500 SO. FT. ".:-.:-:-.--.4 ... \ •34, ' SEE NOTE 3 ON PAGE 2 -4::*1-'-a_ .,,i \SEE NOTE 6 ON PAGE 2 -77-----.--74.::--7-::: - kEE NOTE 13 ON PAGE 2 tif ■•,-.. it .7271.17_ 777 7.72T3T.-....7"441"aj.....• • i 40MT USE ANIX.-.4100114- •••• 189.29 IC- PRIVATE • `1.,C1 DRAINAGE -11 11--ft- _Ai EASEMENT *1 ' 10' ut1LtTy ...--2 1, I 1 ' - \ 411 a ‘ rst 6533 SO. FT. \ 3 i-,500 SO. FT. ANITAR SEWER ESI44' T Lt.....inDING NO 1999081200031 - 60 88 ::.A,x.%40ENT Qui; ▪ I. 44i '..01.•••••••••al SEE NOTE 3 ON PAGE 2 NOTE 9 ON PAGE V" 1 I ; :3.3a 68.21 1!2.54 As 8754750 139.36 - F50-8- SO. FT. 10 Ts 10' SAN. SEWER EASEMENT 't RECORDING 1140.19990812000314 SEE NOTE 3 ON PAGE 2 SEE NOTE 6 CN PAGE 2 SEE NOTE 13 ON PAGE 2 12a99 • 1 19. SEWER ESM'T r 19990812000314 RECORDiNG 1 • 6500 S0. SEE N t)TE PAGE 2 • • •• • 1 1C:' I AA 7 r PuRPCSES • •• 524. /3 87'54'50" E 189.20 SOUTH LINE LOT 12 BLOCK 4 ADAMS 140(.4.4r TRACTS SANITARY SEWER EASEMENTS AS SHOWN ARE PER RECORDING NUIABER 1999081 200031 4 EAST LINE W1/2 LOT 13 Bt Cc: 4 ADAMS Hem( TRACTS S 146TH T71"--7ZEPARED BY ST - ----€ •••■•••••••• •••■■■■•• •••••••-••■• ••■■••■00. $ 0 25* PUBLIC DRAINAGE EASEMENT AND PRIVATE TREE REPLACMENT AND VAULT SCREENING rASrM.IFN T 1 1•••••-1,• 0,0 •••••• • t, • ' • . , 1 1 CALCULATED INIrRSFCT!ON 1 POSITION 1 1 Selma Zi Holmberg inc. ENGINEERS & SURVEYORS 100 FRONT STREET SOUTH ISSAQUAH. WASHINGTON 98027 (425) 392 - 0250 JOB NO. 1736-001 1736 1FP.DWG DRAWN PI CHECKED BY1 DATE' SHEET' MM WSH 6 -13- 01 3 OF 3 1736-1FP.dwg 6-13-01 i;23;28 pm EST fro 4,0 1 FOSTER HEIGHTS S 144TH ST s 150TH ST YARD .1 DRAIN TYPE 111 BARRICADE END 1 IMPROVEMEN TS • STA. 3 +10. 27'LT CURB INLET BOX RIM =t 3.76 443.1 INV =4.59.09 459. 3 +00 - END ROCKERY TOP =466.0 TOE =463.2 126.11' STA. 3 +24. 13.25-RI CQN 12. TYPE 1 RIM=44.u.7.Z 4i1.7\p INV =45044459 6 .7 , 32'-u12" SD 0 1.0O Z.811 STA. 2 +92.47, 13.25'RT CBI 11. TYPES I 1 ; RIM =46,2 i INVa450.34 475774161 WHEELCHAIR i 1 I THESE PLANS ARE "AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: 1 Z . o5 -z000 �- Jott.y.d WILLIAM SHUPE HOLMBER P(LS 332 VICINITY MAP N TS INDEX 1 ROAD /STORM /GRADING PLAN 2 ROAD /STORM PROFILES 3 ROAD /STORM PROFILES 4 OFFSITE WALKWAY 5 NOTES /DETAILS 6 STANDARD DETAILS 7 COMPOSITE UTILITY PLAN 8 T.E.S.C. PLAN OWNER HAPPY VALLEY LAND CO. P.O. 1324 ISSAQUAHBOX , WA 98027 CBI 7. TYPE 1 W/ THROUGH CURB INLET RIM= 422.90 424.15 INV =429-A9 4101% tt TOP= 468.0 TOE =464.2 TOP OF CURB-= 464.23± CB# 5. TYPE 11 - 54" W/ SOLID LOCKING UD STA. 2 +74, 18.5'RT RIM -426.G4 4Z4.1/ INV =+r99 4,7.63 CB# 4. TYPE 11 - 48 W/ SOLID LOCKING LID RIM= 4.9/e± 413,01 INV = ;87.73► 4og_(i1 15' UTILITY r EASEMENT N 8753'42" W TOP =468.9 TOE =465.0 STA. 0 +49\ 13.21 ' T STA. 1 +50 -BEGIN ROCKERY TOP =469.0 TOE =466.5 CB# 3. TYPE II -- 48" w/ SOLID LOCKING LID RIM= 386...061. IN V= 388.000:) INV = 137,5,15) 1. -12" HDPP 0 � w/ ACED (2) PIPE ALONG ANCHPIPE ORS SP LEGAL DESCRIPTION LOTS 12 AND 14. TOGETHER WITH THE WEST HALF OF LOTS 10. 11 AND 13. ALL IN BLOCK 4. PLAT OF ADAMS HOME TRACTS. RECORDED IN VOLUME 11 OF PLATS. PAGE 31. RECORDS OF KING COUNTY, WASHINGTON. EXIST. RIM =.. INV =3 INSTRUMENTATION INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22.000. IN ACCORDANCE WITH WAC 332 - 130 -100. $'-r12 \ SO 2 ■ f") IV. ' DRAIN' 11i • 5 PRIVATE 1 I �R.'MO�`JI AINAGE PRIVATE CB X14, TYPE II -48" EASEMENT W/ LOCKING VANED1 GRATE - - -� RIM= &l6.1 *413,,13 1 k 11 INV= 487-78 4 ot.t3 ` 1 ' 1 6" PVC AOOFDRAIN \! o oft• 4 ',� \ 0, 000\ % MINA 1 I f, �, PRIVATE 1 v • DIN PF,�,�� tC8# 13. TYPE W/ LOCKING 1 I ACCESS VANED GRATA MANHOLE, I RIM=-1.1-1-:943.48110/ 1 TYP. INV= 4+0ML 7 • 'REEL HANDRAIL' OR CH IN LINK FENCE CBI 2, TYPE II -48" RIM =3+r0t 379.73 INV =3. (12 "W)37433 INV =373 20(6 "&12 "E)3 7,143 5' WATER ESMT. DEDICATED TO WD 125. TYP. BOX MAILBOX RACK TH MINIMUM 1 ARANCE BETwECN X & BACK OF VDEwALK DETAIL C8# 1, TYPE : CONSTRUCT OVER EXIST. 5D RIM = 370.21 375.11 (MATCH ROAD) INV =373.s (VERIFY 3'2Z.74 PRIOR TO VAULT CONSTRUCTION) NOTE 1. UNLESS OTHERWISE SPECIFIED. ALL STORM PIPE (SD) SHALL BE ADS N -12 OR EQUAL. 2. STREET LIGHT MATERIALS AND CONSTRUCTION SHALL MEET CITY OF TUKWILA STANDARDS. 3. INTERIOR ROADS SHALL HAVE THERMOPLASTIC CROSSWALK AND STOP BAR STRIPING AND CENTERLINE BUTTONS. 4. INSTALL STREET NAME SIGNS. STOP SIGNS. ETC. PER CITY OF TUKWILA STANDARDS. 5' 4 WALK MENT "NO PARKING ON ASPHALTT" SIGNS ALONG WALKWAY 0 100' SPACING. TYP. APPROXIMATE CUT = 1.150 CUBIC YARDS APPROXIMATE FILL = 400 CUBIC YARDS WIDEN EXISTING ASPHALT EXISTING ROAD 5' MIN. FOR PEDESTRIAN T AS WALKWAY TO 46TH AVE S. . TYP. I - SEE DETAIL mo- 'mime r - ST4ivesunniva TREE. TYP TO CITY OF KWILA ENTERING 9GMT OIST/MICE 438 FEET LOOKING WEST 323 FEET LOOKING EAST (INSTRUMENT HEIGHT = 3.50 FEET, MEASURED 10 FEET OFF EDGE OF ASPHALT. OBJECT HEIGHT = 4.25 FEET) POSTED SPEED LIMIT = 25 MPH POTHOLE ATERLINE PRIOR STA. 2 +49.89 TO SD C STRUCTION TO CBO 12, TYPE I VERIFY ARANCE w/ VANED GRATE RIM= 43+3~6tt •1 (MATCH PAVING) D02- 132. CONSTRUCT/REBUILD ROCKLINED DITCH -SEE DETAIL Call before you EXISTING UTILITY LOCATIONS SH0vOi HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCAT10N OF All EXISTING UNDER - GROUND UTILITIES PRIOR TO COMMENONG CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTWNG UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESP0NSIBIUTY FOR uTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCA110N. CALL BEFORE YOU DIG: I- BOO- 4 - 5555. 1 SCALE 1" = 30' TYPE III BARRICADE 1 -8" CAP (MJ) 1 -2" BLOWOFF w/ THRUST BLOCKING N 87'51'26" w NE 1/4, NE 1/4, SECTION 22, T. 23N, R. 4E., W.M. ;' h GATE VALVE (FLxMJ) 1-8" ADAPTER (FLxMJ) w/ THRUST BLOCKING TOP OF CURB= 464.23± TS NOTES 1. ALL MATERIAL SPECIFICATIONS AND CONSTRUCTION 1ECHNIQUES SHALL CONFORM TO THE REQUIREMENTS OF WATER DISTRICT 125. 2. ALL LOTS SHALL HAVE INDIVIDUAL PRY'S, INSTALLED ON THE DOWNSTREAM SIDE OF THE METERS. 3. THE LOT 15 RESIDENCE SHALL 8E PROVIDED WITH A SPRINKLER SYSTEM. 1-FIRE HYDRANT PER DISTRICT Si ANDARDS 1 -8 "x6" TEE ( MJxFL) 1 -8" PLUG (MJ) 1 -6" GATE VALVE (FL) W/ THRUS1 BLOCKING 12 +44.38 VERTICAL 22.5' BEND (MJ) W/ THRUST BLOCK NG 1- 4"x8" TEE (LLyMJ) 1 -8" GAZE VALVE (I L �MJ) 1 -4 "x8" REDUCER (E t ) W/ THRUST 13I OCr ING 1 -FIRE HYDRANT PER DISTRICT STANDARDS 1 -8 "x6" TEE ( MJxFL) 1--6" GATE VALVE (FL) w/ THRUST BLOCKING 1 --FIRE HYDRANT PER DISTRICT STANDARDS 1 -8 "x6" TEE (MJxFL) 1 -6" GATE VALVE (FL) w/ THRUST BLOCKING 5' WAVER (SIT_ L--- DEDICATED TO I WD 125, TYP. 116-BOX MAAILBOX RICK ` 1 WITH MINIMUM 1; 5' CLEARANCE BE TWEN MAILBOX & BACK OF SIDEWALIC. I, -SEE DETAIL \ TAP SERVICE ON RELOCATE\ EXISTING 'FIRE j HYDRANT\ TO BEHIND SIDEWALK TO CITY OF-TUK WItT .S., 146TH ° S:` Ix:9 $:D TJR DRAM JE F CHEMED TJR 1 -8" TAPPING TEE (FL) 1 -8" TAPPING GATE VALVE (FLxMJ) w/ THRUST BLOCKING 1 1 r, 4 EST. ,DITC 8. EXISTING,: 1 DlTCH I;k.SL PLAM, ARL "AS -SUllr AND THE INFORMATION SHOWN ADATECCURATEL. iZ Y REFLECTS EXISTING FIELD CONDITIONS AS OF THIS WILLIAM SI/UPE MBFRd Pt 11332 ABANDON EXISTING WATER METER & PLUG CORP STOP AT THE MAIN OWNER TRIDOR INC. ATTN. SCOTT WMKLOF 2226 ELLIOTT SEATTLE. WA 98121 206/443-7735 VICINITY MAP NTS LEGAL DESCRIPTION LOTS 12 AND 14. TOGETHER WITH THE WEST HALF OF LOTS 10. 11 AND 13, ALL IN BLOCK 4, PLAT OF ADAMS HOME TRACTS. RECORDED IN VOLUME 11 OF PLATS. PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1: 22,000. IN ACCORDANCE WITH WAC 332 - 130 -100. DATUM ASSUMED DATUM WATER DISTRICT NO.125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1 -800- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTIUTY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING. TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD 0125 SPEOFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52. PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4). EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS . ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPUCABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B16.2, 816.4 AND A21.53. WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD 0125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS. CONNECTIONS. CUT -INS, AND LIVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WD 0125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAI 19. PROVIDE 3/4" SERVICE E LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. AU. COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM 0 -1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23. ALL VALVES. FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES. VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REOUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM WITNESSED a IcT NO 125. 14100.424-5555 uIRERCN01„IND SERVICE (USA) D NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING tINLIER- GROUND UTILITIES PRIOR TO COMMENCNNG CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-1100-424-5555. • KING COUNTY WATER DISTRICT NO. 125 TRIDOR INC. FOSTER HEIGHTS WATER EXTENSION WATER PLAN J08 NO. 99154 -80 RE■SED PER PACE & COY RENEW TM RQI 1 RENSED PER PACE iEUEN AMON D*1E BY APPD EST. ,DITC 8. EXISTING,: 1 DlTCH • 14 I;k.SL PLAM, ARL "AS -SUllr AND THE INFORMATION SHOWN ADATECCURATEL. iZ Y REFLECTS EXISTING FIELD CONDITIONS AS OF THIS - .41a• 4/ JP WILLIAM SI/UPE MBFRd Pt 11332 • • ! I , • •. •, 1 1 1 i, 1 1 ABANDON EXISTING WATER METER & PLUG CORP STOP AT THE MAIN r, /• • r- 1 %{ -, • 1 1 r, . 1 •. • • a- ••• • r OWNER TRIDOR INC. ATTN. SCOTT WMKLOF 2226 ELLIOTT SEATTLE. WA 98121 206/443-7735 VICINITY MAP NTS LEGAL DESCRIPTION LOTS 12 AND 14. TOGETHER WITH THE WEST HALF OF LOTS 10. 11 AND 13, ALL IN BLOCK 4, PLAT OF ADAMS HOME TRACTS. RECORDED IN VOLUME 11 OF PLATS. PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1: 22,000. IN ACCORDANCE WITH WAC 332 - 130 -100. DATUM ASSUMED DATUM WATER DISTRICT NO.125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1 -800- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTIUTY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING. TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD 0125 SPEOFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52. PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4). EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS . ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPUCABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B16.2, 816.4 AND A21.53. WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD 0125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS. CONNECTIONS. CUT -INS, AND LIVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WD 0125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAI 19. PROVIDE 3/4" SERVICE E LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. AU. COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM 0 -1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23. ALL VALVES. FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES. VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REOUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM WITNESSED a IcT NO 125. NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING tINLIER- GROUND UTILITIES PRIOR TO COMMENCNNG CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-1100-424-5555. • KING COUNTY WATER DISTRICT NO. 125 N% ,JIc 16. 1999 SCALE 1. 30' AMY >r MS1. PM al Alt :\I- 411n4011B TRIDOR INC. FOSTER HEIGHTS WATER EXTENSION WATER PLAN J08 NO. 99154 -80 Fil D 02_0132 • 35mm Drawin #1 1 I ' 1 I I I 1 I I I i i i i I i, i i I 1 1 i I .'i i 1 1 1 ._ I , i 1' i I ( I 1 I i I I • ' 0 Inch 1/16 1 1 2 3 d 5 6 l 0 I 11111 111111111111111111111111 EASEMENT drainage/ seepage ref : Preliminary Plat Map by Baima & Holmberg Inc. dated 9/12/97, reduced scale 1" =.60' 11 X 17 PRINTED ON NO. 1000H CLEARPRINT • • INV.427.16 189.20' N 87'54'50' W 189.11' GEOSPECTRUM CONSULTANTS, INC. .QQtachnIccl Enp /nooNnp and Earth ScloncQ SITE EXPLORATIONS PLAN Proposed Foster Heights Development South 146th Street & 51st Avenue South Tukwila, Washington Proj. No.98 -103 front elevation a