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Permit D97-0020 - STENSON CONSTRUCTION - LOT 19 NEW SINGLE FAMILY RESIDENCE
City of Tukwila (- Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT Parcel No: 076100 -0195 Address: 14254 54 PL S Suite No: Location: LOT 19 Category: NSFR Type: DEVPERM Zoning: LDR Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: Water: UNKNOWN Wetlands: Contractor License No: FLEESI *122CA OCCUPANT OWNER CONTACT CONTRACTOR Permit Center Authorized Signature:_ .0 South: .0 Sewer: N /A Slopes: Y WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1994 Fire Protection: N/A East: .0 West: .0 Streams: STENSON CONSTRUCTION - LOT 19 1425454 PL S, TUKWILA, WA CARLSON ANNA M 14224 SE 200TH, KENT WA 98031 LEE STENSON 144 SW 153 ST, BURIEN WA 98166 F LEE STENSON INC. 144 S.W. 153RD, SUITE C, BURIEN, WA 98166 r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 2,494 S.F. SINGLE FAMILY RESIDENCE WITH A 512 S.F. ATTACHED GARAGE AND A 332 S.F. UNCOVERED DECK. r****************************** * * * * * * * * * * * * * * * * * * * * * * * * *** **** **tilt * ** * ** * * * * * * ** * * * ** Construction Valuation: $ 188,441.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng.'Appr: SAL Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: .00 Flood Control Zone: N Hauling: N Start. Time: Land Altering: Y Cut: 100 Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: N Private: N N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N k******** *!r * * * * * ** * * * * * * * * ** * * * * * * * * * ** arc************* * * * * * * * * * * ** *** * * * * * * * * ** * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,570.21 k********* * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** * ** * * * * * ** L Phone: 206 Size(in): End Time: Fill: End Time: Public: Date: fO (206) 431 -3670 D97 -0020 ISSUED 10/14/1997 04/12/1998 431 -5159 Phone: 206 -5159 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: to -- 7 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development per 't . Signature: � M �� Print Name: / t4/ ,S7/CieS0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 0.;;•71',7';'',7,;\'''vrv • ' ; • ' • , , • . • . • .• . . ' •', • CITY. 'OF:TUKWILA 0.1■••••■•••••■•■■.41,...,•*■..... Address.:-:' 14254 154 PL S 'Permit No: 'D9.7 Tenant - . . • • Status: ISSUED Applied: 01(27/1997 Pa # : 00-0195' - Issued: 10/14/1997 ..,. , Perm,itt! Conditions: ti ons: : : ' .:-.., - ' - - • , . , , . ..: , .. . . , ., : • 1 '.t‘lo changes will he made to the plans unless approved by the , ; •:-"-:' Architect or Engineer andtii,e:Tup„q10:BUi 1.d i ng D i v i s i o n . ..I .. . -..:2 permits shal),,,;0:0 the Seattle-King. ;.County i .:Degia . rtmept. 1.9:C..P9b-116 Heal th. P 1 will be inspected by that agency including '1:::all ga 'piping -. .,: . . ( 29E3-4 722) . -• ..,,,,:...;,.. . . :: - — ,. , „, - ,...,.., . . .. ,. %.. ,. ,,=. .. . . , ,• : , 3 'El ectrical . permits shall. he Obtained': through the •Washington : .... : ..',.State i: Division . of 'Labo'r and Industries and all,,al ectr.toal ..,iwork - wil1pe':.10Rec:: : ted by,: that agency . `: . •(2443-6630),:. .,.. '.':.,':,,. - Al I . niechA r n1 coiT:,.c work shall be under separateperM.1 tA,i'ssuee,by the -. C i tAp.,''.01' Tukwi la :: r' . i . ',.;. ,,,-*/-,- :. .. -,: • - „.. . ‘,.:-,-:...:,., • - • •• ., . " , . ,,..,,, • •-•. .)... - All .permits, - inspect records, and approved .Plans: shall '• " - - • ' a Va i 141 ajW the job Si Iii.-i or 'to:the start of -,, ..;:.,... strUCtl'On a,re....-t:0 be maintained 'and4V0.1-:.,.. ablaPkintil final :. inspection approval is granted. 6 to badoha conformance with approvadA' .-.,.- plansand..requirementS, of the UniX0*B6J1ding Code ..',..,. Edit1O0•as (1994 '...and) "StateEn : bacleingmaterJal-shall have a Flame ..?: :..t.-.pread •Rating :: of - 25..,-or;"less -',:::'avid material . shall bear':.' identi'- ficatfon showing 0, .,fit u‘e performance - re ti hg thereof:: . , 8. ..En'91tiertlit,russ. dr4WingS I be .on's.ite, , . and:';.aVa f to the building insPector : . . ,., , purposes. ,.„ Documents shall I bear the seal and signature:.'!6:fr' a.t!...- . ..,. . . . . , ..• ., : Enginear:'. .'. '.' L''' -'':,, ''';‘•/: ,.. 14'.....ThereShall be no occupancy of the building(s) until the Y final inspection has been completed "by tha_Tufe.Wila Bifilding' ..., _ Inspector...... 10. All wood in placed concrete shall be t woo d.: 11: OBTAIN AND',HAVE'AVAILBLE '01NUjob,site.a.',Aachanicalpermit prior to caIlJpg for framing insp'66:ttion. 12. BUILDINGCL5ARANCE FROM ASCENDIN!,;ySLOpE: The finish grade at the East wall 'of he dwelling such that the toe of the ascendi;ngslope begins not less than8feet from the East face of tha':4Welllng. Per pocAepis;4.2 13. Validity of Permit. The'ASSUanCeofa:,perMit or approval of plans, specifications, and computations shall not, be con- strued to be a permit for, or an approval of any violation Of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to • give authority to violate or cancel the provisions of this code shall be valid. 14. Temporary erosion ,control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 15. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 16. APPLICANT SHALL FOLLOW ALL THE CONDITIONS AND RECOMMENDA- TIONS OF THE SOILS REPORT. APPRO\/AL tOTAL;; PUBLIC Project Name/Tenant: [A- I I Ta- , �IEJVSohI GwV5,7104de7lrrrf Value of Construction: ,, bOC) Site Address: / I.' 13►Si. ' V - j City State /Zip: .5- - - - - ,_ Tax Pa cel Number: ) j • to• GA; _ Property Owner: F'. S Zts-,usv*`► Phone: • 4-3/- s/5-/ Street Address: Cit�l State /Zip: 1*4 � i 3 rzD im L , Rrer�/. L JB/ "' Fax #: Contact Person: / - Phone: —` ( � GI 04, n(-)o11 Street Address: I ( -{1 5 W 153 SC. bur i en GK (DO City State /Zip: tf Fax #: Contractor: Phone: Street Addr ss: City State/Zip: 011.- /44- ' , w 15.3'`" ` &PP.e 12 34 c( kt,... Fax #: r ,( Architect: , 4 C �7 ,t! 44 -7� $ y�lf ?675 Phone: 9 - 27/ . / Street Address City State /Zip: �3lty ?0/■Cw .547-71-6 z W Fax U. 933 - 23075 Engineer: Phone: Street Address: City State /Zip: Fax #: Type of work: A New Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence in Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 'Z44 sq. ft. Dwelling -- sq. ft. Covered Deck(s) 'S 2. S sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 3 '2.5 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 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. ❑ Channelization /Striping 2rCurb cut/Access /Side alk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ip. Land Altering: 0 Cut /t90 cubic yds. 0 Fill O cubic yds. ❑Moving an Oversized Loa : Start Time: End Time: UK Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use 9 Water Main Extension 0 Private 0 Public g Water Meter /Permanent # / Size(s): A Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed 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 expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon 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 t Eby: (initials) SFPERMIT. 7/5/96 APPLICANT : REQUEST: FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) `: BUILDING..OWNER OR AUTHO ED AGENT : Signature: 1__ �-- Date: I. / Fax #: Print name. - -- - / ,� �� Phone: q23----) z Address : ( A City /State /Zip :�--1 qal ALL S /NciLL FAMILY RESIDENT! % PERMIT APPLICATIONS MUST BE S. BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED B14, i1EGISTERED ARCHITECT OR PROs, 3SIONAL 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 ❑ El Complete Legal Description ❑ ❑ 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) ❑ ❑ Four (4) sets of site plans to include: 441 Existing fire hydrant location(s). I -2. Proposed access road. t 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, downspouts and foundation drains, and where drains tie -in. ✓7. Parking plan. L -1. Lowest building elevation (if in Flood Control Zone). 1 '9. Estimated /proposed topography at 2' intervals and proposed elevation 'of lowest floor level. \- 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. \ Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Working Drawings ❑ Foundation plan and details ❑ Floor plan ❑ Roof plan ❑ Building elevations (all views) �•-- ❑ Building height ❑ Building cross - section ❑ Structural framing plans and details necessary to completely describe construction ❑ 0 Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Forms H -15 & H -16 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, 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 ". D 07 o 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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 7/5/96 . 1 • ,4* v 4: :l 4 4 .. 4:*:- i; ; ,i k • A:4:, 4 , .), ;.... ',I, .4, F : 4 ,A,.I ...) ",ii:A...k :* , • r * .i, k *4 A .,i 4, , --....**" k** I,* r it—A 0;* ii A. is' 4; fe* lir . * ..,14 *. .it * 4i A. * 4 : lc * I: * 4' CITY ' Or.:-TUKI'l ILA • •Itlfl.'' ,na c .. ) . 9 : . . • . ...• • • .. Tr ANstiiT.-..:, Aril ,:,.:,..TRF,'NE .:;-, - : 865 .:96.: 01/277 ;1041; .. . , i,... , ..N.i?iniii... .Method , 1„:: - PliECI:::-: Notation: :GLIS"l'Oritfi2:$E,R9 ,'' ;In i tz qi:Ci ..': ... .. •,. .. .. ... ,.... -,-,-i,-„----- 77'7,7 — 77 — •.,- ..". ... , . ."' ...7* 77 - 7 --,- 7 7 -7- 7::—....r. 7 ,- -7'7,-7-'r^ r . -77...7:7,-77 , ... . . . . . . , ,..., , • ,,. .. , . , . - . , . , , . Permit N911' . 1) 97.',0020: .. ,'Ty.p:er....DEljPgitt;I: , DEVELPtiMkNT:IERMIT, i•, .-, . . i. ,.. . )0.). 7 . . - . , „ ; .• ., : • .. • . Lo'ca S 144'. $ „ .., .: ' y r '': ::'.:,:., ''...:;:::. .:1.1o.t.a 1 a '-'()L.:L . :P.Irit i',': .: ' ,". :: 865.96 , •,.er ** *4c ** **A* 'fc * .;04-i A. ** ;4 if* kl**iclic lir * A. * ii* * * ***744**4fr * * ..k :A. * is A. ic if.** )r ';..,..., ::::. ":::;' '.';• . .''::•',.'. .:.--- • . .. ' : ' .....1 " ::, .: 1 '-'• ' '• Ball ancer. '-:.• y 1.. zi$6 - 5 .. • .,•-- . ''i tal. Feet.... , • ..„. ... 1 .: ...flccntint.Cad :: - :1.i •Amot.ipt .. , • -. ., • !,'•,,ti,• 004/34 . 8p0 . : '.i -• . PLAN CifEC K:''..7..,. R ES ' ‘, . 1365.,96 . , • Sar":7 01/28 9717 TOTAL 865.96 `.**.******A4'1•;-11'11-*****1.4"11..**7.1 *1 v%** It.10.**4 A** */r 4VA'A. CI fY OF fUI4ILA, WA • . • • • .-TRANSMIT kA4"AiritIVAlkiti.k4 '89700700 Amount: 84:0Q .01/4)9/98 15:34 Ptymert llethcid:: CHECK Natal; ion: F. L.LE , STENSON Iriit B1.1.1 D9.7.0020, :Type RN.: . ..DEVELOPMENT:. "PER MIT Pa'e1 No ,.• • • • . :•076). :•••••••• ••••• -• • • • •• it Addrs 1.4 2 5 4 n 54 PL, S oc : "•.LOT 19 •'... • - • • Total Fees: 2,654.21 . This Paymerit 84.00 Total ALL hots: 2,654.21 B al ance: .00 :*:**Lx oe*,■ -k*,‘ . A* ,, t4rA A k4 , A Account Code Descr i pt ion , Amount .2. 000/322.800 B1131 DItIG INVESTIGATION C4.00 • . . •.... 1 7634 pi/12 9717 TOTAL . 84.00 . , , • ; • . • %.; t -,Ffr . . :4•k*• *it *+1 *A *k A •k k4•/1 * * * •% * * ** k•A•4ok ** * *•fc:**•t•k ** *'k.hA •k* A. * * : h 1 * * * * :.' CITY OF lUKWILA, ii!A l:- (0 TRANSMIT' *. A' •l�k *h;4 *A* * * ** *•s **•kh *h . * A •A *. *. * .* kk**- k* kA*khfr*h.* *•.1**4*:l*. ******A* ; ',R9700tr57 :Am i." 704 2 5; 1 . 13 :1. Payinent, :hietliod: :CHECK- Notation: F " LEEi' STEUSON CU.' : In i t: WA9 No :', D97 -0020 Type: DEUPER.M DEVELOPMENT PERMIT Parcel Na » .076100-0'195 . Site (addr•esa: . 1.4254 54 PL S Location: LOT .13, Total Feee:. 2 r 21 ►70 •.1 I3a1 ance: / .00 *4*A******•A* 3*** A34*****• A k*• k**s 1** * * sl * *3**, * *AA *A * *,'i1.* *•,t *A* Account Code Description Amount 000/322.100 BUILDING -- RES i ,932.25 000/345.830 ` PLAN _CHECK, - UTILI:t4,. 20 0 PLAN CHECK - WATER MfT1•ER `ti:: "10.00 000/386.1'0 SATE BUILDING SURCHARGE 4.50 . Q0 INSP FEE FEE I:1' :UTILY ,15.00 41'2/342.400 INSP FEE .- STORM DRAIN 15.00 402/342.400 INSP ICE - _SME /„SSS 20.00 4 WATER CONNECTION 60.00 401 /386.520 WATER.. INSTA1:1.ATI.ON (DEP) ,. 1.50.00 461/342.400 WATER; INSPECTION FEE 15.00 401/343.405 WATER TURN-ON FEE 25.00 .: 000/322.100 LAND ALTERING PERMIT FEE ' 22.50 000/345.830 LAND ALTERING,` PLAN CHECK .15. • - _ - •- "" -- - - .. .. - . _ _ ..._ .- ._ ... - - ._ - - - •- . " nix' .£Y' /I5 719- - 70TAL ° 1704.25 Total 'ALL. Pints: vii .,•:1�1.''ct..S:.. i. Ci +: ,.�., ,.,..:,i:... Project: 1 , t e,-1.s - Type of inspeection: UU Address: /Y0sL/ -5 P/ S Date called: Fl"-f_ Special instructions: ,::;, P �„ 4s � c !/ . cJ ti Cc., .3 ,�.ee' ,Y `�`�' : 0 'J 5 ; ie . . Date wanted: 8 g - 6 - 9 R equester: L.,e ie Phone No.: aab - Y31- S /-r9.... P�b to: - iU':z•:d'iF MIT NO, INSPECTIO URECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable, codes. ,! COMMENTS: 1 - 1 4 , . + 1 r Y 1 '(v C_tJl 4 (A )W\ lI vi. 7v C-d r Inspector;. I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: II Corrections required prior to approval.. 6d Date: „ 2/7 431 -3670 Date: 3 `.:�:F /. i YJ.) y..r aat•. �.. ;r .`:,,L.` ..'' %:��i' -"M� ,•� K.d .. + r:r�:a'`- .,. INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300, Southcenter • Blvd., #100; Tukwila, W a Date w PERMIT NO. 431 -3670 Approved per applicable codes: I I Corrections required prior to approval. Date: Inspector: I 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: .Date: INSPECTION' RECOPvin Retain a copy with perms INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Address: � �� Pl s Special instructions: d q_ p PERMIT NO. (206) 431 -3670 Date wanted: Requester: a.m. p.m. Approved per applicable codes.. I Inspector: Receipt No.: Phone No.: Corrections required prior to approval. COMMENTS: C Date: 3 /� 0 1 I c� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: /d .,¢ ,4cvl.� LOO/ 11-1/ Type of inspection: - //1l. i Address: . 1 L i2 Y s y p� Date c a lled: z J Special instructions: 1 0 ....4 (2.12 4 _ y Date wanted: / ✓/ am: P. � , Requester: Phone No. v. k INSPECTION R 0 Retain a copy wit p CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, • iVA 98188 • INSPECTION NO. Approved per applicable codes. COMMENTS: I 14-6620 PERMIT NO. Corrections required prior to approval... Inspector: 7°a S0/51 el("Trerle- ( a (206) 431 -3670 Date: 8 .., 3/ ... e7 [I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr fac L FS S w J. � Type of i�spec�ion: NVJ� 'Address : / i /ill / 9 S Date called: 5 , Ic'• •`''e Special instructions: 1..67- ,# / 2 / Date wanted: s , 1 9 • a.m. p.m. Requester Phone No.: � ,, 7C6- �/ 3/ S /S g/7- • INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF`TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 Approved per applicable codes. OMMENTS: Receipt No.: PERMIT NO. (206) . 431- 3670, f u. Corrections required prior to approval. Yi tivgLi 'YS 500 V4./a, $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: fry t`jl4�tui }.; t. riE; INSPECTION RECO Retain a copy with pe INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818} Type of inspectio Date called: Date wanted: Requester: a.m. p.m. Phone No.: MENTS: Approved per codes. (Insector Lt No.; PERMIT NO. (206)' 431 -3670 Corrections required prior to approval. Date 5 .- [---) $42.00 . EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: 1! e^ _ J e , pe of ins •j -cti•n: A • dr O /+ y �' c Date ca ed: " --69 /9 Spe instructions: _:- L--0 t . i - f ". Date wanted: �,-^ _ A r Reques�rr rio.. 2. 0 (2c INSPECTIO O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila,. WA 98188 Approved per applicable codes. I Corrections required prior to approval. COMMENTS: [Receipt No.: INSPECTION RECOL Retain a copy with pe 13,1-7 - (206) 431 -3670 - , e4J--- UTLe_e) gloov- I $42.0' REINSPECTION / EE - MIRED. Prior to inspection, fe6 must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: c --, c..."1 - v - Type of inspetin: 1---44\)/2._ ii4S. Address: K2-ski sq A.' S. Date called: 14/ZU Special instructions: ' Date wanted: a.m Requester: • Phone No.: • ' • • • • ' I Inspector: I I !Receipt No.: INSPECTION FIECOr, r Retain a copy with peLit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 • • 44 Approved per applicable codes. COMMENTS: • •.• • • ,• • , , L. , ••,• • „ • Date: ifi (206) 431-3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Date: • . I. _. _ ie Y.. • •••••( J". ■ &ICA ••■■ t ' • • • . , • ' • , • Project: ,,X-QLvx/�'- & Typ f ins ectiion: i �� rk ,c Address: / i�a91-/ - SCI l 3 9 Date.called y-0'�- Special instructions: Date wanted: ` c� y t'�m l_"I _ao tU ; p.m. Requester: Phone No : INSPE CITY OF TUKWILA . BUILDING DIVISIO 6300 Southcenter Blvd., #100; Tukwila, WA' 981 Approved per. applicable codes.. COMMENTS: W L& G1N1 - 14- �()� VMI�ti 61,4414%;:a $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: INSPECTION RECO Retain a copy with pe :y -oab PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: Project: . A Type of insKtAhk_ 1 iszA v js, Address: )4 c 54 P Date called: Special instructions: Date wanted: .1. ( a-- Requester: (----, Phone No.: ' • • •• • • .. • • . ' • " . • • . • . . INSPECTION RECOIM Retain a copy with pelL0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 •Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: [Receipt No.: PERMIT NO. (206) 431-3670 Approved per applicable codes. COMMENTS: 114.SkA SIN•Ci tCP■ 16%1t< G.A-APrCIsis . • 441 0as/ ar i I Corrections required prior to approval. St hsN N J q p I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1 at a a ...a...4...N Project: .... s .I.L.....rk s..v,s Type of injpection --- M J J Address: , A )1/412....Sn S L\ ? ...c Date called: Special instructions: Date wanted: Requester: Phone No.: , . INSPECTION RECO Retain a copy with p-.` ., INSPECTION NO. . , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: Receipt No,: Date; j . • •,... • • . b 9 oo PERMIT NO. (206) 431-3670 Corrections required prior to approval. El $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: r- . • . • .• • ' COMMENTS: ) C -1C.,1 W 4 pmt S�`� I r1 1\E . t p c � :NS co►4N rtS U m YES tI.1 • Type of in e ctio G il e t .l 7 c (A/A Z) 1\k) V A,P'V 2,A.tU 12 .. 1 r- 1 o■ cl c ?) •u A Pt-ww■ km- PRA vow..- or .1 lo v IL L j `{ O'V\- 11N \M) r (1 C WS tC vAii It I S txTht' C, M Pk-v9 TtiVi` %A . rv\P-dA W-N&A (-- \ 1 Du. Ate) CAC , 1-C" :- - q / . / Date wanted: / /�/(! /8 a.m. `� f p Reques Phone rc0 / ' /e eel/ Project: ' ,ov1 Type of in e ctio G il e t .l 7 c (A/A Address: yam/ s Date calle d: Q 43 Special instructions: Lo-/ q / . / Date wanted: / /�/(! /8 a.m. `� f p Reques Phone rc0 / ' /e eel/ n , INSpECTI1 NO. INSPECTION RECO Retain a copy with pe CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. L nspector: Receipt No.: redtion re Date: D91 COW PERMIT NO. (206) 431 -3670 nor 16atibfoval. — 7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Date: INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PE - MIT NO. Project' dd ess: Type of insp Date called: Date wanted: Requester: Phon= No.: (206) 431 -3670 CO MMENTS: Approved p applicabl= codes. n Corrections required prior to appr I val. l Receipt No.: Date: 14 Date: f0 $42.00 REINSPECTION FEE REQUIRED, Prior to inspeztion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: . I �- Type of insp tin ti y� ✓L Ad r c s 4. . E - P1 Date called: D ll - 8 -ail/8 Special instructions: 1--.0 L ! Cclie Vie. Ua leb Date wanted: ) a.m. Requeste Y Pho No.: .-O -99 m INSPECTbN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved pe applicably" codes COMMENTS: Inspector: L cet No.: INSPECTION RECO() Retain a copy with p Date: 1r7 -coac PERMIT NO. (206) 431 -3670 Corrections required prior to approval. —I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS -- •-- •�...�. -- p�.•r 1 tt, /,1a)w Ah/ A Date called: I ��� Special instructions: p t or-/- /1 n'/n I/ .x f LfOr.( . ,-, Data wanted: ` q a.n. .. —3.-95 p.m. Requester. Pho .6 No .: y/ 7.. ��}' / D &_/ -Arc srr - . ♦ �.: 0 .ter i' �+► 50 . r J / : r /_.u.... 'A Ci . Gr or `c. At _. , L ` 41 Fie'', hie/ C.A. '-2°'S e -1:-- Chialdgig a (1 'II -I'S 1 • / ' .. tfJ/ Cd114 S /_/, _' u - .1 •ie /I - ; u41 Co . .t. I •wa-/ Project: C✓ Type of insprp. Thin/ Addr7� o ,/ p/ s Date called: I ��� Special instructions: p t or-/- /1 n'/n I/ .x f LfOr.( . ,-, Data wanted: ` q a.n. .. —3.-95 p.m. Requester. Pho .6 No .: y/ 7.. ��}' / D &_/ INSPECTION RECD" Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Receipt No.: /1',t/ 5 , f l of 1074 G1� • Date: L] $42.0 s REINSPEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Approved per applicable codes. COMMENTS: Inspector [Receipt No.: CU P(AG. INSPECTION RECO Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: Z c l PERMIT NO. ject: ....' It/M 5y Pl $H Special instructions: Type inspection: 1414 Wat4 Date called: Date wanted: , a.m. . 1 `1 Requester: J Phone No.: j,59 (206) 431 -3670 Corrections required prior to approval. (L2 Shl^y - i <so - +.4A-LA -S e . (� $42.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: K INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Project: � � Type of inspect abt / Address Date called: E Special instructions: Date wanted: 2 / / c/ ( ( 6 p.m. Requester: Phone No.: , t � r S . Corrections required prior to approval. PERMIT NO. (206) 431 -3670 Inspector: $42.00 REINSPECTION" FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: 14- 2.-SS, 5 1 - YI'S r/ Z . ' eNvt K INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Project: � � Type of inspect abt / Address Date called: E Special instructions: Date wanted: 2 / / c/ ( ( 6 p.m. Requester: Phone No.: , t � r S . Corrections required prior to approval. PERMIT NO. (206) 431 -3670 Inspector: $42.00 REINSPECTION" FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: INSPECTION NO. C ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'COMMENTS: INSPECTION. RECO Retain a copy with -p PERMIT. NO. t„ Projec Type of in$pegtioni� f u� ` Sari 'e I c5 t. ij 4 n_S v )� � , Zvi. Address: Date called: J N59 �SW PL S � h` Special instructions: Date wanted: a Requester: q Phone NO.: + Corrections required prior to approval. I Inspector: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Date: INSPECTION RECO Retain a copy with p `� - INSPEC ON NO. PERMIT NO CITY. OF TUKWILA BUILDING DIVISION ' 6300. Southcenter. Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 Project: Type ° f i specbon; Address: Date called: jL/. SR .S' 1 t+; l �S 1 a ._ _c Special instructions: ` Date wanted: C: p.m? u(tz �� �JfJIA \ i " p.m. Requester: PhoneNo.. —j �' ��+- 5335 COMMENTS: ITMOSTErn Corrections required prior to approval. t. Inspector: Date : , $42.00 REINSPECTION FEE REQUIRED. Prior to inspect on, tee must be paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection. Receipt No.: Date: 1,......a,u,ti.an11 Aria s ' MNITO A4Ki..tahriaV k'r.' Hl.dt...irm w Project: stizN\SoiL J Lo7 2_0 Type of inspection: ( A _ 'Address: 142 , .t Date called: ( ` .( Special instructions: Date wanted: 1 ` a.m. p.m. Requester: Phone No.: f KIM Approved per applicable codes. COMMENTS: 1V5 ' � ap r 1 tZf t / pit(19 7 Inspector: [Receipt No.: INSPECTION RECO Retain a copy with p P?ri Luti It e7 V INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. Ltrai) Date: l PERMIT NO. (206) 431 -3670 $42.00 REINSPECTION FEE REQUIRED. Prior to inspec on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: _ nfs.c.,. 'a...∎,:'1... iO4t -fi+td'.3., -t..fo Project: 7-iN S c Type of inspection: Address: . �sg" �y ,pl�/ . D ate called: /z �S i 7 Spedial instruct // t Date wanted: . a. m. quester: hone No.: Approved per applicable codes. I Inspector: Retain a copy with p INSPECTION RECO t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: Date: (T $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Site 100. Call to schedule reinspection. Receipt No.: Date: A - 97 'o l PERMIT NO. (206) 431 -3670 ' :/• __.r_:c.l4N.�wScM�.'- �u'tiN <+v: / jai; ��. Ins�eis'} t�itru�S'. �4' ��ali�'��4�E{si"�.QP!h9d��A':,: i.'f+�'�� h��i Ri...e.n•G._,. Project: CF Type of inspection: C 'Zi . ) Address: X • Date called: Special instructions: 9 c§. c.,,,Q..&) nek-0 C4 C CAq' e eft . Date wanted: - \ k- on 64.1171\11..,, Requester: Phone No.: 0 L.-X -- Th1C ---- CA COMMENTS: I Inspector: 1 Receipt No.: Approved per applicable. codes. INSPECTION RECOO Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Fl) 11/47 (206) 431-3670 - Corrections required prior to approval. c-t) Date: , l((97 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: '4 • t 4 • • .• 4,/t 4.. i t4h 41:;• f.' V.' Project Type of inspection: Address: /-44 L / 2 —i 5 Date called: ... " Special instructions: , • _ . f ' 6 it 4 s Date wanted: ( k k (, 1 f - . a.m. P.M. Requester: , ' 0 A7 Phone No.: INSPECTION RECOFr. , . Retain a copy with pek,.t INSPECTION NO. CITY OF TUKWILA' BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: I Approved per applicable codes. Receipt No.: (2(16 Tr Corrections required prior to approval. COMMENTS: .e 1441,11--(fri f 5111A s) utk c-A-ett-ae Date:— --72A- $42.00 -0EINSPECTIONt FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sche • Date: - 1 -1 . •. ..::• COMMENTS: Type.of inspection: sideulatk -i- approac(i Date called: 5- 11 — ci g Address: ) , t i q s ' r .t h p 3 Special instructions: 2- CI . c • u G r , ! r 4'_ d .. _ "if ___ i o - ! ' - � 2.1 fr et s \ b 1 v[ t ,G".r (. �j. (t\s-t4,. .4om -( (4 19 1,.,,ic : 6 dg I) v (AAA. / 02.4v-faii..rY ( T if ' rsig. ' C w. Project: I,..eC S-h °oh Type.of inspection: sideulatk -i- approac(i Date called: 5- 11 — ci g Address: ) , t i q s ' r .t h p 3 Special instructions: Date wanted:.- p u Requester: Y Phone No.: 817— 2q 1 p ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 Inspector: Approved per applicable codes. INSPECTION RECn Retain a copy with Corrections required prior to approval. Date: Dc/7- 0020 RMIT NO. ( -3670 $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project:. j ST -� T o f inspection: .gide Sewer Address: 142.G 1 54 +h P1 �+ J t' Date called: L i _ 3 _ 9 a D Special instructions: ( Date wanted: � /Alequest$$: Lenor / i-ees ruck P (17to � o .: 242_6c1 11 ser INSPECTION RECO Retain a copy with p INSPECTION NO. ' CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter.Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: b 2 r 1►�tivv"' 0-A-A . 4, (CsJ4 (A/4 l a- L 11 • �.r .x.c . 6 4 K [Inspector: I I • II (Alpo RMIT NO. (2061 Corrections required prior to approval. Date: // / 4 3y $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6390 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: i-E.,..›so... Co.4sk 1,44-/ti Type ofigtction: Address: /las ...5 P) S Date called: Special instructions: Date wanted: & coo Requester: E Phone No.: 11 • 7,..■ r1 Approved per applicable codes. COMMENTS: I Receipt No.: -• •" • --• • .•:. • ••• • .: INSPECTION RECOIr--. Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd #100, Tukwila, WA 98188 I I • • , • . • • • rr ej-r..4.41 ■•■•.• !,.'.: •.. . • • ' • • D5 0 ERMIT NO. (25431-3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suitt? 100. Call to schedule reinspection. Date: sss,.,*•!, COMMENTS: Type of inspection: . t r ; 1/4s C O - 1 (),g,t.te/) 1e2L(C0/ li) "i41.4..itc.14071 1 (,, 112 ,. A 411h634 ,c Special instructions: Date wanted: a.m. - 11/ierix-(,A§, cl,(i I / 5, -- . • _ clAtio /) • / . . , ..__._,..! 4...4, I tilit.,.4 , , ' f 4 .0 . if .., e' - 71421 ....14 k.,1 0 , !A_ I .e....-rot ./ ' 1114.....tilli / I L ' , " ..... ./i . • 4 6 . ' 4 r ..46.A.A.-. ... . / . . allt 1 - I / fS i a • 1 Project: Type of inspection: . t r ; 1/4s Address) Address i . . p. Di _. 5Y Hs Date called: Special instructions: Date wanted: a.m. Requester:,.., ‘.) ( Phone No.: Xitpl W7) — cP0 0 W' *n, • INSPECTION RECO` Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 1)97 -009.0 MIT NO. (206) 431-3670 Corrections required prior to approval. Date: $42.00 REINSPECTION FEE REQUIRED. Prior to i spection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 44 141 4 'COMMENTS: C&J % . L. CeAtiSlieU-arg-t ? /20-744(.. CAI S . 4 e-4-. _.,A r `✓ 5 "/ Sa b - C w N at1 afig/t,i7/4,/( A iii, -el ....r. el , A / / .1_/ t✓ 'f - / i Date wanted: a.m. p.m. Requester: calod 5 - ensd>ti l ' "...,,,, Phone No.: lz) iti.a7 9 /q. N, / ,,,o / 5 (AA aw Zt Project: EN5 cAJ C&J % . Type of inspection: S Address: NZ. 5 5 "/ Sa Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: INSPEOTEON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. f Inspector: f I INSPECTION REC,OR Retain a copy with pe Oq7 ck z3 ERMIT NO. 7701 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. f Receipt No.: Date: J Project: r Type of inspection: Address: 14 . 2.G4 l' g s-0 Date called: Ik Special instructions: Date wanted: a.m. P.m. Requester: Phone No.: ... ' .• Approved per applicable codes. COMMENTS: 10 Inspector: Receipt No.: I . . ' Date: AV-00 INSPECTION RECORP- Retain a copy with pefk INSPE PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Corrections required prior to approval. vA cti1 - c&S4. Q 4.42 f)k 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: f 9709170643 F. LEE STENSON CONSTRUCTION, INC. 144 S. W. 153RD SUITE C Burien, WASHINGTON 98166 INGRESS EGRESS AND UTILITY EASEMENT WHEREAS, the declarant herein,F. LEE STENSON CONSTRUCTION, INC.owner in fee simple of the following described real property, situate in the County of King, State of Washington: Lot 20, Block 2, A. G.Berg Addition Tukwila, according to the Plat thereof recorded in Volume 17 of Plats, page 14, in King County, Washington PARCEL NO. ,6^];d:0 O2 6 `.,OT `/ ,q and Lot 19, Block 2, A.G. Berg Addition to Tukwila,according to the plat thereof recorded in Volume 17 of Plats, page 14, in King County, Washington PARCEL NO.01 s6:1z ''Arh5;:'04 COPY OF O1UGIN , FILED S E P 17 1997 King County THE declarant, F. LEE STENSON CONSTRUCTION, INC. for its self, its heirs and or assigns, do hereby declare the existence of a 10 foot easement for ingress, egress and utilities, over, under and across the following described portion of the said above described: Over the West 10 feet of Lot 20, Block 2 A. G. Berg Addition to Tukwila Vol. 17 Pg. 14 and Over the West 10 feet of Lot 19, Block 2, A. G. Berg Addition to Tukwila, Vol. 17, Pg. 14 To provide access to the following described lots: Lot 1 Block 2, of A.G. Berg Addition to Tukwila, according to the plat thereof recorded in Volume 17 of Plats,Page 14, records of King on {Parcel No. V40 . 0105} and PF... ✓ „ i =a: i” ..:'s . ,. Lot 2, Block 2, of A.G. Berg AdditZSn ' Thkwil`d,according to the plat thereof recorded in Volume 17 of Plats,Page 14, records of King County, Washington {Parcel No. f.0.7'61pA- 0105 all situate in the southwest 1/4 of Section 14,T23N,R4W,W.M. NOW, therefor, said owner, F. LEE STENSON CONSTRUCTION, INC. agrees that the easement afore mentioned, is for access to the above captioned lots and for the benefit of the present and future owners of the above said parcels and that F. LEE STENSON CONSTRUCTION, INC. agrees to install the access for Lots 19 and 20 with drainage and paving; and to grade the West surface to Lots 1 and 2, at a 2 to 1 slope, for future access to Lots 1 and 2, at his sole expense. I.n the event this easement is used for lots 1 and 2, the owners of said lots shall bear the cost of their construction. Future maintenance shall be divided among the users of the access. W• 5 8 4 0 8 TH covenants herein contained shall run with the lan and are binding upon all the parties hereto, their heir, successors and assigns. Z N WITNESS WHEREOF, the said declarant has executed this instrumen date • the /91:4 of September,199 ee enson on this 17th day of . September, 1997, personally appeared before me F. Lee Stenson, to me known to be the President of the Corporation that executed the within instrument, and acknowledged the said instru- ment to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he is authorized to execute said instrument and that the seal affixed is the Corporate seal of said Corporation. MARY E. HEINE STATE OF WASHINGTON NOTARY --• -- PUBLIC MY COMMISSION EXPIRES 3 -21 -01 Notary Pu is in and for the State of ashington, residing at 3232 So. 256th,Kent, Wash.98032 My appointment expires 3/28/01 9709170642 SEP17 Kin : County Lot 19, Block 2,A. G. Berg Addition to Tukwila, according to the Plat thereof recorded in Volume 17 of Plats, Page 14, records re of King County, Washington (Parcel No. QflAX04,WAI ti v, and Lot 20, Block 2, A.G. Berg Addition to Tukwila, according to the Plat thereof recorded in Volume 17 of Plats, Page 14, records of King County, Washington (Parcel No.EQ0,�','`0A0)"r° THIS AGREEMENT, made this.:'/0 of July, 1997, by and. between E. LEE BTENBON CONSTRUCTION, INC., a Washington Corporation, hereinafter termed "Grantee ": and ANNA N. CRIMSON, hereinafter termed "Grantor "; Grantor, for valuable consideration, does by these presents grant. unto the Grantee a perpetual storm water easement 2.5 feet, through, over and across the north line of the following described property: Lot 1, Block 2, A.G. Berg Addition to Tukwila, according to the plat thereof recorded in Volume 17 of Plats, Page 14, records of King County, Washington (Parcel No. 0a` t�„Q5)) and A 2.5 foot storm water easement through, over and across the south line of the following described property: Lot 2, Block 2, of A.G. Berg Addition to Tukwila, according to the plat thereof recorded in Volume 17 of Plats, Page 14, records of King County, Washington (Parcel No. 07' witug all situate in the southwest 1/4 of Section 14, T 23 N, R4W, W.M. The purpose of the Easement shall be for storm water drainage and or run off, for the benefit of the Grantee and owner of the follow- ing described property: The Grantor shall retain the right to use the surface of said easement, so long as said uses does not interfere with the drainage and or run off of storm water. This easement shall be a covenant running with the land and shall be binding on the successors, heirs and assigns of both parties hereto. 4 LS as 'STATE OF WASHINGTON LEE STENSON"C ONSTRUCTION, INC. DAY. OF ,JULY, :'199 ): ss. COUNTY OF KING ) I certify that I know or have satisfacrory evidence that Anna M. Carlson is the person who appeared before me, and said person acknowledged that signed this instrument and ackowledged it to be I1(? free and voluntary act for the uses and purposes mentioned in the instrument. n and for the State u WITNESS, my hand and offical seal hereunto affixed .the : day . and uyear first above written. DATED: . Q.k 51 17 RECEIVED MAR 2 0 1997 Creative Engineering Options INC. ACA GV • A firm p`'racticing in the geosciences March 17, 1997 la' Subject: Dear Mr. Stenson: Introduction ,', Mr. F. Lee Stenson F. Lee Stenson, Inc. 144 #C S.W. 153rd Burien, Washington 98104 -1703 Geotechnical Recommendations Proposed Residential Structures Lot nd 20, Block 2 A.G. Berg Addition 55 venue South & 144"' Street Tukwila, Washington 6 PL_S RECEIVED CITY OF TUKWILA MAR 2 7 1997 PERMIT CENTER 97 -1826 i CITY OF TUKWILA APPROVED OCT 5199? rte vII- u BUILDING IVISION As requested, this letter provides a brief narrative description of the geotechnical aspects of the proposed site development process at the two subject lots. In addition, we have provided you with the appropriate geotechnical design parameters for the building foundations, floor slabs and basement level walls, as well as for long term site drainage control. The two lots are located on the northwestern corner of the junction between 144' Street and 55 Avenue South, in Tukwila, Washington (see Plate 1, Vicinity Map). We proceeded with our services on the basis of your February 21, 1997 oral authorization. This report does not in any way address environmentally hazardous conditions, such as the presence of buried tanks or hazardous materials, or any wetland or biological aspects of the project. Should such issues need to be addressed, it should be done under a separate contract. Based on our discussions, and the limited design information you provided us, we understand that the current plan is to develop the two residential lots by constructing a single - family structure on each. These structures are to be two -story, wood -frame buildings on a partially buried daylight basement level. The basement walls are to be Dq"I.Ooao 130TH P110.041 HAZELNUT PARK LIB RD P S NTH ST 1 42ND S 151ST ©f3»� ■ M me. teS ��tuD , ® ■ FOSTER HID " \ i$ , HS 144 i ST � '< • • I ® ? ST 1 A MP-. 3 ` f S � r, S 14 Approximate m sT I Site , H S 150711 ST 1 Location -- Sr 23 < i51 ST \1 ST 2 ND , S 152ND ST — J o H( DY � 1 . �® I S 157 $$0 ' ST s m l �� 51e� •� TE NUJ �' c S 1561 Sl \ �� �► •Ct�NTf CH � 4 � %� , '� kW / SOUTUCEHTER PKWY \ O i O 1 s BAKER BL S 133RD 00 ITN Reference: 1996 edition of Thomas Brothers King County Map number 655, grid F -3. Creative Engineering Options INC A rum PracDcnq n the Cxoxlencel S [g D5 ri r . dr1 BI .1 5 1 124 1 ST VICINITY MAP LAN 12 I vtR U MAW /110 Plate 1 Site Solis ' Geotechnical Design Recommendations 97 -1826 S.W. 55 Avenue Lots - Tukwila March 17, 1997 ; ., . ......., designed as reinforced concrete retaining walls. The basement level is expected to employ a concrete slab -on -grade floor system. Although no specific design data were provided, based on our experience with similar residential construction, we estimate that the maximum combined dead and live building loads are likely to be on the order of the following: • Column loads = 75 kips • Wall loads = 1 to 2 kips per linear foot • Floor loads = 120 psf Page 2 Based on the site topography it appears that there will be a moderate amount of excavation back into the site slope to accommodate the proposed structure. We estimate that the maximum depth of excavation is likely to be on the order of about ten (10) to fourteen (14) feet. To the best of our knowledge there is to be no fill of any significance on this project. The two buildings are to be accessed off the alley to the west. The alley is expected to be paved with the minimum local standard pavement thickness. No subsurface exploration has been performed for this project to date. However, in developing this narrative study we have reviewed information available in our library and files regarding the soil conditions in the local area surrounding these two subject lots. Based on our review it is evident that the in -place soils consist predominantly of a glacial till, or "hardpan" soil. From the soils observed on the site, and this data review, we believe the in -place soils are a dense to very dense silty sand with gravel. This soil is typically classified by the Unified Soil Classification System as a SM. According to Galster and LaPrade (1993) these soils exhibit an in -place density of between one hundred and thirty (130) and one hundred and fifty (150) pcf. They are typically not susceptible to settlement under even relatively heavy building loads, though they are generally relatively poorly draining in nature. They are generally considered to be non - plastic and capable of exhibiting an allowable soil bearing capacity of between about four and ten (10) tons per square foot. These soils are also capable of maintaining a steep to Sits Earthwork Operations Strip and clear all vegetation and topsoil and dispose, • Dig daylight basement level excavations to appropriate slope, • Form and pour foundations, Form and pour basement level walls, Install basement wall moisture proofing and perimeter foundation drains, Backfill basement level excavations, • Erect wood -frame structure, • Perform final site grading and landscaping. Page 3 Geotechnical Design Recommendations 97 -1826 S.W. 55"' Avenue Lots - Tukwila March 17, 1997 near vertical excavation cut for prolonged periods, often of several years duration, without undergoing any significant deterioration or destabilization. Site Development Process Based on our understanding of this project and our experience with similar development projects, it is our opinion that the development of these two lots will follow essentially identical paths. We believe the lot development process will follow the following process: General: Given the gently sloping site topography up from southwest to northeast it is clear that to install the proposed daylight basement levels will involve some light to moderate excavation. All such excavation must be carried out in general accordance with the applicable local, State and Federal excavation safety regulations. Overexcavation: Excavation work on each of these two residential lots is estimated to involve cuts of up to about ten (10) to fourteen (14) feet in maximum depth. The deepest portion of the excavation is expected to be in the northeastern corners of each lot. These excavations are expected to expose very dense, competent and stable glacial till soils. Based on the presumed in -place conditions the in -situ soils are considered to be Type A soils (per OSHA safety regulations). Consequently, temporary excavations back into these :: Geotechnical Design Recommendations 87 -1826 S.W. 55"' Avenue Lots - Tukwila March 17, 1997 ,,,, Page 4 • soils may be cut at an angle of 0.75H:1 V, or flatter. We understand that, where possible, the excavated soils are to be stockpiled on -site for subsequent reuse as a compacted badcfill in landscape and non -load bearing areas. The approximate perimeter of the top-of- excavation slope is indicated with a dotted line on the attached Site Plan, Plate 2. We recommend that all stockpiles be protected against the elements by covering them with a pegged or sandbagged -in -place protective plastic sheeting. We also recommend that a protective filter fence be erected around the toe of the stockpile to help prevent soil fines being flushed off the stockpile and onto the site. (Filter fences are discussed later in this letter.) Excavation Slope Protection and Monitoring: Whilst open, we recommend that the excavation faces be protected against the elements by a pegged or sandbagged -in -place plastic covering. This protective measure should be sufficient to avoid the risk of erosion of soils from the excavation slope faces. We also recommend that a series of wooden survey stakes be set in a straight line along the crest of the deepest portion of the excavation. These stakes should be located in a manner that allows them to be easily read by the project superintendent on a regular basis with a hand tape and stringline. These stakes, if driven securely into the ground, should be sufficient to indicate if any movement of the slope is occurring during lot development and before the excavation is backfilled. Subgrade Protection: Depending on the conditions that exist at the time of writing it may be helpful to cover the exposed foundation and floor slab subgrades with a layer of crushed rock or recycled concrete. This layer will tend to help reduce, or eliminate, subgrade soil disturbance by construction activity and foundation forming and pouring. Structural Fill: Structural fill is defined as any fill placed under buildings, roadways, slabs, pavement, or any other load- bearing areas. Ideally, but particularly for wet weather construction, structural fills should consist of a free - draining granular material with a maximum size of three inches. The material should have 75% passing the number 4 mesh sieve and no more than 5 percent fines (silt and clay sized material passing the No. 200 mesh sieve). During dry weather any organic -free, compactible material meeting the above maximum size criterion is acceptable for this purpose. From our field observations it is our professional opinion that the majority of the in -situ soils are in a generally suitable condition for re -use as a structural fill. However, we strongly urge that they be kept within about three points of the materials' optimum moisture content to avoid the potential reaction likely in "moisture sensitive" soils. 55 Avenue S. , X 0 ;Approximate perimeterof lot excavation ,-- -per-- 74.44' PP.? j,4,g9v Reference: Site Plan for Lots 19 & 20, Block 2, A.G Berg Addition, undated, provided by client. Approximate perimeter of lot excavation r let w ♦'+• I.Q N ‘ •Iat ` •.1 ao Creative Engineering Options WC SITE PLAN Foundations Geotechnical Design Recommendations 97 -1826 S.W. 55" Avenue Lots - Tukwila March 17, 1997 Page 5 Fill Placement and Compaction: Structural fill under floor slabs and footings, in utility trenches, or in roadway or parking area subgrades should be placed in thin horizontal lifts not exceeding ten (10) inches in loose thickness for heavy compactors and four inches for hand held compaction equipment. Each lift should be compacted to a minimum of 95 percent of the maximum dry density, as determined by ASTM Test Method D- 698 -91 (Standard Proctor), or to the applicable minimum City or County standard, whichever is the more conservative. In driveways, we recommend that the upper twelve (12) inches of native subgrade soil be thoroughly redensified. The upper twelve (12) inches of any subgrade fill should be compacted to at least 95 percent of the maximum dry density, as determined by ASTM D- 698 -91. As indicated above, to facilitate the earthwork and compaction process, the earthwork contractor should place and compact fill materials at, or near (typically within about three points), the optimum moisture content. This should help enhance the compactibility of the materials and avoid the risks involved with wet, moisture sensitive soils. If fill materials are on the wet side of optimum they will need to be dried to within about three points of the optimum ASTM D- 698 -91 moisture content. This can be accomplished relatively inexpensively by periodic windrowing and aeration. Altematively, drying can be achieved by intermixing the fill materials with lime or ordinary portland cement powder to absorb excess moisture. In this latter case we have found that the hydration of the cement not only results in water absorption, but also develops some "concrete -like" strength within the soil and cement matrix. Compaction Equipment Impacts: It is also Important that no large or heavy compaction equipment be used within about five feet of either a retaining or basement wall, or any manhole or catch basin structure. If large equipment is used in these areas there is a risk that excessive lateral pressures could be developed and applied to the structure by the equipment. This could lead to damage to, if not failure of, the structures. We recommend that a small walk- behind roller be used in these areas, and that the fill be placed in loose lifts of no more than four inches in thickness. Larger compaction equipment may be used beyond that point. General: It is our professional opinion that the proposed residential structures can be supported on conventional spread footings. These footings should bear directly on either the undisturbed or redensified native soils. As an option, the footings may also be supported on a compacted structural fill pad. Gedtechnical Ddtign Recommendations 97 -1826 S.W. 55"' Avenue Lots - Tukwila March 17, 1997 If the structural fill option is selected we recommend that the fill pad beneath any foundation be at least two feet thick. The pad should also extend horizontally for a distance beyond each foundation perimeter equal to, or greater than, the thickness of the fill beneath the footing. This tends to help in resisting the potential for lateral shear failure in the near surface soils under load. Conventional Foundation Design Parameters: We recommend the following geotechnical parameters be used in design and construction of conventional spread footings for the proposed residential buildings: • Allowable soil bearing pressure for = 3,000 psf undisturbed or redensified in -place soils at a footing invert depth of 1.5 feet • Allowable soil bearing pressure for = 2,500 psf compacted structural fill at a footing invert depth of 1.5 feet • Minimum burial depth of perimeter = 18 inches footings below lowest final design exterior grade • Minimum depth of interior footings below = 12 inches top of floor slab • Minimum width of perimeter footings • Minimum lateral dimension of column footings • 16 inches • 48 inches A one -third increase in the above allowable soil bearing pressure may be used when considering short term transitory wind and seismic loads. In any areas where a continuous footing crosses a cut -to -fill transition, we recommend the owner have the structural engineer evaluate the need for additional tension reinforcing Geotechnical Design Recommendations 97 -1826 S.W. 55 Avenue Lots - Tukwila March 17, 1997 r .,,, ; , , • Passive pressure equivalent fluid weight • Total estimated post - construction = 3/4 inch, settlement or less • Total estimated differential settlement = 1 inch, across the length of a building or less • 380 pcf Page 7 steel. We recommend additional reinforcement be used in the top of footings in transition areas to help reduce the potential for differential settlement - related damage. Usually, two #4 or #5 bars are adequate for this purpose. As a typical guide, we recommend the additional reinforcement extend for a distance of at least ten (10) feet on either side of the transition line. Should portions of any column foundations be located in a cut to fill transition area, the foundation should either be extended down to bear on the underlying competent native soil or supported on a structural fill that should be at least two feet thick, or on a lean concrete pad raised to foundation invert elevation. Settlement: On the basis of the observed site soil conditions and our engineering analyses, and working on the assumption that the foundations will bear on undisturbed or redensified soils, or on a compacted structural fill, it is our opinion that the maximum settlement potential under the proposed combined building dead and live loads is likely to be within the building's tolerable limits. We estimate that the maximum potential settlement is likely to be of the following order: The owner should understand that the majority of these magnitudes of total and differential settlement should be expected to occur as the dead loads are applied during the construction of the building. The remainder should be expected to occur after construction is completed. Lateral Load Resistance: Lateral loads can be resisted by a combination of passive pressures acting on the buried portions of the building and foundations, or friction between the concrete elements of the foundation and floor slab and the underlying subgrade. For the former, the concrete must be placed neat against competent native soil or compacted structural fill. We recommend the following parameters be used in design. , ., {: .. Geotechnical Design Recommendations' 97 -1826 S.W. 55”' Avenue Lots - Tukwila March 17, 1997 • Coefficient of friction 0.38 • Recommended minimum design = 1.5 factor of safety Page 8 • We also recommend the upper one foot of passive pressure be neglected in design unless the soil is overlain with either a floor slab or paving. Slab -on -Grade Floor A concrete slab -on -grade floor supported on either the existing undisturbed or re- densified in -place soil, or on a new compacted structural fill pad, is appropriate for this structure. Any disturbed soils should be carefully re- compacted before constructing the slab. We recommend that the following parameter be used in floor slab design: • Modulus of vertical subgrade reaction = 375 pci (undisturbed or re- densified native soil) • Modulus of vertical subgrade reaction = 225 pci (compacted structural fill soil) Because of the potential for underslab seepage, we recommend a capillary break be included beneath the slab to provide space for vapor transmission. This capillary break should consist of at least four inches of clean, free - draining granular material, such as coarse sand or pea gravel. In areas where moisture vapor transmission through the slab is undesirable, we recommend an impermeable vapor barrier be installed over the capillary break beneath the slab. A 6 mil plastic membrane is typically adequate for this purpose. This membrane will help prevent moisture vapor transmission up through the slab and the associated moisture - related damage to interior furnishings and salt generation in the surface of concrete slabs. It is very important that all building utilities are installed before the capillary break and visqueen barrier are installed to avoid damaging them. Damage to either element could result in a non - functioning system and that could lead to creation of the problems this system is designed to avoid. Geotechnical Design Recommendations 97 -1826 S.W. 55"' Avenue Lots - Tukwila March 17, 1997 . Basement Level or Retaining Walls Page 9 As an additional protective measure, the owner should also consider placing two to four inches of damp sand over the membrane. This will help protect the membrane during construction and will help in curing of the concrete slab. It will also help to prevent cement paste bleeding down into the underlying capillary break through joints or tears in the visqueen barrier. The plans indicate that the walls of the buildings' basement levels will all be partially to completely buried below the existing grade. It is important to recognize that any buried or retaining wall will need to be designed as a reinforced concrete retaining wall capable of supporting the loads imposed upon it. We recommend that the following geotechnical parameters be used in the event that such a wall is ultimately included in the project: • Active equivalent fluid weight for walls = 38 pcf free to rotate through at least 0.001 times the wall height ■ Active equivalent fluid weight for walls = 58 pcf fixed against rotation These lateral pressures assume a horizontal backfill, and that no surcharges, such as traffic or other loads, are imposed on the walls. If such surcharges are to exist, the loads should be added to the above parameters for design. Site Drainage General: No well established local groundwater level was observed at the time of our field evaluation. However, it is possible that a fluctuating groundwater or seepage level could be encountered during the lifetime of the project, particularly during the wetter winter months (typically October through May). In addition, changes in rainfall amounts, surface drainage or other factors can cause these levels to fluctuate significantly. We also believe it is prudent to install both short and long -term drainage control measures as part of project design and construction. Short Term Drainage Measures: Over the short term, we recommend that the earth- work contractor be prepared to install one, or more, shallow sump pits to collect water in utility or foundation excavations. All collected water should be pumped to a positive and , Geotechnical Design Recommendations Page 10 97-1826 S.W. 55 Avenue Lots - Tukwila March 17, 1997 ; , permanent discharge . (A positive and permanent discharge might consist of a nearby storm drain catch basin, drain swale, or similar facility.) It is essential that all surface runoff be directed away from the crest line of all excavations, including utility trenches, and not be allowed to sheet flow over the exposed faces. Thus the site surface adjacent to a trench or slope crestline should be graded so that surface water is directed off the site. Water should not be allowed to stand in any area where a building, floor slab, or pavement is to be constructed. During construction, the earthwork contractor should roller seal all loose surfaces at night or at the beginning of a weekend to reduce the potential for moisture infiltration into the subgrade soils. Site grades should allow for drainage away from building foundations. We suggest that the ground be sloped at a gradient of three percent for a distance of at least ten (10) feet away from a building, except in areas that are to be paved. Any excavation or slope areas, including utility trench excavations, should be protected against the elements during construction. This can be accomplished by overlaying the exposed slope surface with a sandbagged or pegged -in -place visqueen barrier. Temporary site grading should be performed to create site grades that direct water away from the excavation. We also recommend that the contractor consider installing either a shallow swale or ditch along the toe of any protected slope to collect any surface water runoff and to direct it to a positive and permanent discharge. Long Term Drainage Measures: In the long term, perhaps the most critical element of drainage control is to install footing drains along all building perimeters. These drains should consist of a rigid, smooth walled, perforated or slotted, plastic pipe bedded on and surrounded by a free - draining granular material. The pipe should be placed with the perforations facing downwards. All drains should be installed at or below the footing invert elevation with the perforations or slots facing downwards, and should be provided with sufficient gradient to initiate gravity flow to a positive and permanent discharge such as a storm drain catch basin. A typical detail is provided on Plate 3, attached. We suggest appropriate subsurface drainline locations be established during the earthwork phase of the project by our representative when seepage areas and conditions may be more clearly defined. All areas to receive these drainlines should be observed by the geotechnical engineer. Where the immigration of fines from the native soil into the above - referenced drainage material may compromise the drain, the gravel backfill should be protected by a geotextile filter cloth. I1 D n CEO A Firm F'iaQltii In the GeOscien1 l't .1.1 r, t .ir!•, / \\ Material and Sieve Size 3 inch 1 -1/2 inch 3/4 inch 1/4 inch #10 mesh 050 mesh 0100 mesh 0200 mesh Creative Engineering Options INC !1 ^r�ttii'.aar;lrl.rt r. t Only - Not to Scale 1• '1 " "'. '1!'1'.; ^,CI '.t':!i'ied11Rl1 MR' .. Slope to Drain — Exterior Wall Percentage of Material Passing 100 80 - 100 60.90 50 - 80 35 - 65 25.45 10.15 0 -3 1t Floor Slab LEGEND Surface seal of native soil or other low permeability material. (Can be separated from underlying free - draining by building paper, visqueen or geotextile, at owner's discretion. Free- draining, granular backfill material meeting the gradation specification presented below. 6 -inch minimum diameter, perforated or slotted rigid concrete, metal, or plastic pipe with tight joints, with a positive gradient sufficient to generate gravity flow and provided with accessible cleanouts at regular intervals. Perforations (3/16 to 1/4 inch diameter) to be in lower half of pipe, with lower quarter segment unperforated to facilitate water flow. Slotted pipe to have 1/8 -inch maximum width slots. Must NOT be tied to roof downspout or perimeter footing drain lines. Alternative geotextile drainage fabric attached to wall after the wall has been damp - proofed. Capillary break placed beneath floor slab consisting of clean pea- gravel, 1/2 -inch minimum washed rock, or clean sand, with a minimum thckness, t, of 4 inches. Capillary break to be separated from floor slab by impermeable plastic membrane. NOTES • Minimum depth of footing burial, D = 18 inches. • Estimated thickness of impermable surface layer, S, = 6 to 12 inches. • Capillary drainage material beneath floor slab should be hydraulically connected to perimeter subdrain pipe. (Use of 2 -inch minimum diameter weep holes, as shown above, is one option of achieving this end.) • Any backfill within 18- inches of wall should be compacted with hand - operated compaction equipment only. Heavy compaction equipment should not be used within 5 feet of wall to help avoid imposition of additional lateral load on that wall which could cause wall damage. • All wall backfill should be placed and compacted in accordance with the recommendations contained in the Fill Placement and Compaction section of the attached CEO, Inc. report. • Wall drainage and backfill material should meet the following gradation requirements, unless otherwise recommended by the geotechnical engineer: WALL AND FOOTING DRAIN DETAIL Plate 3 Material and Sieve Size 4 inch 1/4 inch #200 mesh Dust Ratio Sand Equivalent Geotechnical Design Recommendations 97 -1826 S.W. 55"' Avenue Lots - Tukwila March 17, 1997 Any basement level or retaining wall should also be provided with a drainage system similar to that described above for conventional footings. The drainage materials should extend up the full height of the buried portion of the wall to help avoid the potential for hydrostatic pressure buildup. We also recommend that the free - draining material meet the requirements of the 1996 WSDOT Standard Specifications for Road, Bridge, and Municipal Construction, Section 9- 03.12(2) Gravel Backfill for Walls, as follows. Percentage of Material Passing 100 25-70 5 max. 2/3 max. 60 min. Page 11 All areas to receive these drainlines should be observed by the geotechnical engineer. Where the immigration of fines from the native soil into the above - referenced drainage material may compromise the drain, the gravel backfill should be protected by a geotextile filter cloth. As an alternative to a free - draining backfill, the owner may wish to consider the use of a composite drainage fabric, such as Miradrain or an approved equivalent. This composite should be placed directly against the face of the wall (once the wall has been suitably waterproofed with bitumastic paint) with the filter cloth facing the soil surface. The composite should be wrapped around the basal drain line to make a clean and direct connection. Backfill is then placed against the geocomposite covered wall, and is compacted as it is raised back to design site elevation. A typical pictorial depiction of these wall drainage system elements is also provided on Plate 3. Roof Drainage: Under no circumstances should the building roof downspout lines be connected to the footing drains. Downspouts must be separately tightlined to discharge. We also recommend the installation of sufficient cleanouts to allow for easy and periodic downspout drainline flushing and maintenance. It has been our experience that the most functional cleanout spacing if for one to be installed at any bend in a drain system and at a spacing of about thirty -five (35) feet in straight pipe runs. This will help to keep the potential extent of drain line clogging to a small segment of pipe that can be cleared with relative ease. t■ .1 I! 1 I 7 . I,' +; Geotextile filter fabric Existing grade Newly graded or disturbed site surface Staples or wire rings (typical) \\.\ II 2' x 4' Douglas Fir at 6'-0 o.c. No. I grade or better, or steel post :1' Iir 1 Ih■t; ?, h. ,. I'f'I"'. 1 '1 SchematlC Only - Not to Scale Geotextile filter fabric material 60 -inch wide rolls, use rings to attach to wire fabric 2'x2'x14 galvanized /. 12' c-c maximum Supporting 6.1 2'-6" 2' x 2' x 14 gauge galvanized welded wire fabnc or equivalent I ti ' ... 1 "ll FI - - -- 2' 11 Bury bottom of geotextife erosion fence material in 12' x 8' trench NOTES • The filter should be purchased in a continuous roll cut to the length of the barrier to avoid use of joints. When joints are necessary, filter cloth should be spliced together only at a support post, with a minimum six -Inch overlap, and both ends securely fastened to the post. • The filter fabric fence should be Installed to follow the site contours (where feasible). The fence posts should be spaced a maximum of six feet apart and driven securely into the ground (minimum, of 30 Inches). • A trench should be excavated, roughly eight inches wide and twelve inches deep, upslope and adjacent to the wood post to allow the filter fabric to be buried. • When standard strength filter fabric is used, a wire mesh support should be fastened securely to the upslope side of the posts using heavy -duty wire staples at least one inch long, tie wires, of hog rings. The wire should extend Into the trench a minimum of four Inches and should not extend more than thirty -six inches above the original ground surface. • The standard strength filter fabric should be stapled or wired to the fence, and a minimum of twenty Inches of the fabric should be extended Into the trench. The fabic should not extend more than thirty-six inches above the original ground surface. Filter fabic should not be stapled to existing trees. • When extra - strength filter fabic and closer post spacing are used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the posts. ' The 12' x 6' trench should be backfilled with 3/4 inch minimum diameter washed gravel. ' Filter fabric fences should be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. ' Filter fabic fences should be Inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs should be made Immediately by the contractor. CEO Creative Engineering Options INC A rum PrattIonri ui MIN' Geuuuwttes TYPICAL FILTER FENCE DETAIL Plate 4 Summary Geotechriical Design'Recommendations 87 -1826 S.W. 55 Avenue Lots - Tukwila March 17, 1997.. . • Page 12 • Erosion Control: We also recommend, as a minimum measure, that the earthwork contractor erect a silt fence along the downgrade perimeters of the site. In particular, a silt fence must be erected along the crest of the buffer zone slope along the southern site perimeter. Similarly, silt fences should be erected along the downgrade perimeters of all open excavations to prevent soil fines loss to adjacent property. These fences should be set sufficiently far from the edge of any excavation to allow for free passage for the workmen. They should, however, be upgrade of any drainage control swale or berm. The silt fence should consist of a geotextile fabric produced for this purpose and suitable for erosion control, such as a Mirafi Envirofence or an approved equivalent. It should be supported on "Hog Wire" attached to steel or wooden stakes driven into the ground at relatively close center to center spacings. Approximately the bottom twelve (12) inches of the geotextile should be buried into the site subgrade to help avoid the risk of sediment laden water flowing out beneath the fence. A typical pictorial depiction of this filter fence is presented on Plate 4, attached. Where the site excavation process exposes the native soils they will be subject to all of the erosive forces of the elements, such as wind, rain, freeze, thaw and drying (by the sun). As a result they should be expected to deteriorate rapidly if not adequately protected. To achieve protection against the elements we recommend that all such areas be revegetated as quickly after construction as possible. We recommend that you seek input from your landscape architect regarding the most appropriate seed mixture. We also presume that the seed will be placed and protected with some form of mulch, presumably by "hydroseeding ". Depending on the time of year when such revegetation occurs it might be helpful to use an erosion control blanket to help keep the seed and mulch in -place until the root mat has an opportunity to germinate and take hold. In this case we recommend the use of a North American Green C -125 Erosion Control Blanket, or an equivalent approved by the geotechnical engineer. This blanket not only helps keep the seed and mulch in -place but also provides a protective thermal blanket over the seed and mulch mixture. This blanket also reduces the water flow velocity by up to 77 %, and reduces the soil loss by up to about 98 %. These values are dependant on the blanket being installed in strict adherence with the manufacturers specifications. In summary, it is our professional opinion that the two subject lots can be developed as intended. Both structures can be supported on conventional spread footing foundations Geotechnical Design Recommendations 97 -1826 S.W. 55`" Avenue Lots - Tukwila March 17, 1997 • bearing on the exposed firm and competent native glacial till soils. Concrete floor slabs can be similarly supported. Because of the dense to very dense and stable nature of the site soils the excavations for these two structures should be expected to remain stable throughout the construction period. The stability of the excavation slopes should be enhanced by protecting them against the elements with plastic sheeting. Installation of appropriate drainage control measures, as well as installation of fresh landscaping, should be adequate to preserve the integrity of the site during the wetter winter months. Closure We trust the information provided in this letter provides an adequately detailed approach to lot development and building foundation, floor slab and basement wall design and construction. Our work on this project has been performed, and our opinions and recommendations have been derived, in a manner consistent with that level of skill, care and competence ordinarily exercised by other members of the profession in good standing currently practicing under similar conditions in this area only. No other warranty, express or implied, is made. Should you have any additional questions, please call. Very truly yours, '1 CREATIVE , CREATIVE ENGINEERING jPTIQNS, IILC. 20919 of RF�C;ISI �. = 10NA1,VS° 4A k vi r Glen Mann, P. President Attachments: Plate 1; Vicinity Map Plate 2; Site Plan Plate 3; Typical Wall and Footing Drain Detail Plate 4; Typical Filter Fence Detail Om/SWI Tukwila Lots L ttsr /sb37 MDT Engineering • Structural Calculations for F. Lee Stenson Construction Lot 20 AG Berg Addition City of Tukwila May 8, 1997 10 (filllY■ APPR v, _5 1997 ns.) BUILDING DIVISION Consulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (206) 946-8810 e LIJO RECEIVED CITY OF TUKWILA AUG 1 11997 PERMIT CENTER Building Official: Please do not accept these calcs. without an original wet stamp and the correct site address. 0o2o Consulting Structural Engineers :. 29413 55th Ave. S. Auburn; WA 98001 (206) 946-6810. ! onsulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (206) 946-8810 !,• • ,',:, , • • ' Scope of Work MDT Engineering was asked to provide structural calculations for the propose structure. The following items are included: 1. Lateral Analysis We have provided the designer with a revised set of plans to be incorporated into the permit set and 2 copies of the structural calculations for his use in obtaining a building permit for the referenced site The scope of this agreement covers the design phase only. If site inspections are required by the Building Department, these will be performed at an additional hourly fee of $65.00 per hour. Also, revisions to the original design will be billed at the hourly rate of $65.00 per hour. To reuse these calculations for another site, please contact MDT Engineering for review and approval. A new cover sheet is required with the new site address and an original wet stamp. Questions about the attached information should be addressed to MDT Engineering. • Michelle D. Thompson, P.E. MDT Engineering ; 2. ACI 318 -83 Building Code Requirements for Reinforced Concrete 3. HILTI Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog -1995 DESIGN CRITERIA 1. Wind Load - per Uniform Building Code Exposure B, Method 2, Basic Wind Speed = 80 MPH 2. Seismic - per Uniform Building Code Zone 3, I = 1.0 3. Roof Load - DL = 15 PSF LL = 25 PSF 4. Floor Load - DL = 10 PSF LL =40 PSF 5. Deck Load - DL = 10 PSF LL = 40 PSF 6. Soils - Assumed 2000 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 2500 PSI @ 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as f unless noted otherwise on plan: Glulam beams 24F -V4 Fb =2400 psi 1 3/4" Micro =lams E =1800 ksi Fb =2600 psi 2 11/16" Parallams E =2100 ksi Fb =3100 psi 3 1/2, 5 1/4 & 7" Parallams E =2000 ksi Fb =2900 psi 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use 2 - Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. All exterior walls shall be considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common @ 6" oc, UNO. 8d common nails shall be 0.131" 0 x 2 1/4" minimum. 4. Floor and roof diaphragm nailing shall be 8d common @ 6 "oc at all supported panel edges and 8d © 12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure = 2000 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. MARK SHEATHING FASTENER SPACING @ ALL EDGES BOTTOM PLATE - NAILING OR ANCHOR BOLTS FRAMING ANCHORS (NOTES: 7 & 8) ALLOWABLE SHEAR NOTES 1y 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 6" oc OR 15 GA. @ 5" oc 16d @ 8 "oc OR 1/2" 0 A.B. @ 6' -0 "oc A34 @ 2' -4 "oc 130 PLF 5, 2 11 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 6" oc OR 15 GA. @ 5" oc 16d @ 6 "oc or 1/2" 4 AB @ 3' -4 "oc or 5/8" 0 AB @ 5' -0 "oc A34 18 "oc (8, or A35 @ 18 "oc 230 PLF 5, 2 2 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d © 4" oc OR 15 GA. @ 3" oc 2 -16d © 8 "oc or 1/2" 0 AB @ 2' -2 "oc or 5/8" Q AB @ 3' -4 "oc A34 @ 10 "oc or A35 @ 12 "oc 353 PLF 2 3 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d © 3" oc OR '— 15 GA. © 2 1/2" oc 2 -16d © 6 "oc or 1/2" 0 AB'@ 1' -9 "oc or 5/8" 0 AB @ 2' -8 "oc A34 © 8 "oc or - A35 © 10 "oc 451 PLF - 4, 2 4D 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 10d © 3" oc OR 15 GA. © 2" oc 2 -16d @ 5 "oc or 1/2" QS AB © 1' -4 "oc or 5/8" 0 AB © 2' -2 "oc A34 @ 6 "oc or A35 © 8 "oc 545 PLF 2, 9 5 1/2" GWB BOTH SIDES 5d COOLER OR GWB © 4" oc or #6 x 1 1/2" SCREWS @ 6" oc 2 -16d @ 6 "oc or 1/2" 0 AB © 3' -0 "oc or 5/8" 95 AB © 4' -10 "oc A34 © 14 "oc or A35 @ 18 "oc 250 PLF 3 6� I � 1/2" GWB ON INSIDE FACE ONLY 5d COOLER OR GWB W © 4" oc or #6 x 1 1/2" SCREWS @ 6 ".oc 16d © 8 "oc or 1/2" 0 AB © 6' -0 "oc A34 © 2' -4 "oc 125 PLF 3 J 7/16" MIN APA RATED SHEATHING BOTH SIDES 8d © 3" oc OR 15 GA. © 21/2 oc 2 -16d © 3 "oc or 5/8" 0 AB © 1 4 oc A35 © 6 "oc 902 PLF 6, 2 1/2" GWB BOTH SIDES 5d COOLER OR GWB @ 4 oc or#6 x 1 1/2" SCREWS @ 6" oc 2 -16d © 8"oc or 1/2 " 0 AB © 2 -6 " oc or 5/8" 0 AB © 4' -0 "oc A34 © 12 "oc - or A35 © 14 "oc 300 PLF 3 • - SEARWALL SCHEDULt NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 8D COMMON = 0.131" QS X 2 1/4" MIN. 10D COMMON = 0.148" 0 X 2 1/2" MIN. 16D COMMON = 0.167" 0 X 3 1/2" MIN. 5D COOLER = 0.086" 0 X 1 5/8" MIN. 5D GWB = 0.092" 0 X 1 3/4" MIN. 15 GA. STAPLE= 0.072" 0 X 1 1/2" MIN. 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER -- FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 "OC OR STAPLES AT 10 "OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND F • TENED P - SCHEDULE ABOVE AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE ND THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE SHEAR 'ALL IS N REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. WHEN SHEARWALL IS LESS THAN 28" IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIL S /5. 5. PROVIDE 7/16" MIN. APA RATED SHEATHING (PLYWOOD OR O ) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER 1 U.N.O. 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL A NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. FRAMING ANCHORS ARE NOT REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF. 8. AT INTERIOR SHEARWALLS AT ROOF, REFER TO DTL. 1/S ND - FOR CONSTRUCTION DETAILS. 9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" N AL 0 •' IDER AND NAILS SHALL BE STAGGERED WHERE 10d NAILS ARE SPACED 3" OR LESS ON CENTER. 1 BOTTOM PL NAILING - PER SW SCHEDULE 2 -2x STUDS SIMPSON HOLDDOWN. FILL ALL NAILI- TOLES. W/ 16d NAILS. EDGE NAILING a BOT. PL 4 1 - 4 - ' 31-1 " SILL PL. FOOTING DIMENSIONS OTHER FDN. SECTIONS -H II 11 11 16 ANCHOR BOLTS PER SHEAR WALL SCHEDULE. cA FACE OF CONCRETE a CORNER 1/2" - MIN. 0 • • • v1 TYPICAL SHEARUWALL DETAIL e FOUNIDATION WALL COPYRIGHT 1995 MDT Eng(neering 5 4 3 2 A SHEET NO. MDT Engineering Consulting Structural Engineers 29917 5151.1) Ave. S. Auburn, WA UI0111 MICIIELLE 11. II(OMPSON, P.E. (200) Din— [10111 Registered Professional Engineer D JDN Nn. DATE M.I.T. I;cAI.F: 1 " =1' DRAWN IDEATION DacUcoM 5 4 Lr 3 2 .• ' SIIEET NO. USE TOP PL NAILING PER SW SCHEDULE • EDGE NAIL ING PER SW SCHEDULE. SHEATHING PE PLAN 4 SW SCHEDULE. . ' • TYPICAL INTERIOR 5i-lEARWALL DETAIL W/ NO SHEARWALL 4150VE MDT Engineering Consulting Structural Engineers 20413 651.11 Ave. S. Auburn, WA 08001 MICHELLE D. THOMPSON, l'.E. (206) 046-8810' Registered Professional Engineer SIMPSON FRAMING ANCHOR PER SW SCHEDULE. COPYRIGI-IT ic395 MDT Engineering J00 NO. DATE CHECKED M.D.T. SCALE ‚I ri DRAWN LOCATION DocUcoM 5 4 3 2 A SHEET nn. DETAIL (7) B MDT Engineering MICHELLE I). THOMPSON, P.E. Registered Professional Engineer Consulting St ruutural Engineers ,20•13 6M11 Ave. S. Auburn, WA 00001 (200) 040-0810 E3OTTOM PL NAILING PER 51.1J SCHEDULE SHEATHING PER PLAN - 4 SW SCHEDULE. 2x STUDS EDGE NAILING e SOT. FL, RIM' JOIST 4 TOP PL. SIMPSON STRAP PER PLAN. CENTER ON RIM JOIST. AT INTERIOR WALL SLOT PLYWOOD. <t - PER PLAN SIMPSON FRAMING 4NCI-IOR PER SW SCI-IEDULE. TYPICAL SI---1EARW4LL DETAIL W/ WALL ELOW COF'YRIGHT 1995 MDT Engineering LOD NO. DATE DRAWN DOCUCOM CHECKED M SCALE 111,11 . LOCATION _1 SIMPSON STRAP----,_ PER PLAN. SLOT PLYWOOD 4 BEND STRAP a J5T OR BLKG. 1 \. . 00.3.:1 , N0 EDGE NAILING PER SEAWALL SCHED. DETAIL MDT Engineering MW1111.1.F. I), THOMPSON. P.J. IhmlnInwail Prnfneehmni 17.01nono. • 1• TYPICAL 614EARW4LL DETAIL UJI-EIRE LUAU- DOES NOT OCCUR LOU E3E • SHEATHING PER PLAN SNEARWALL SCHEDULE. .v • Consulting Slrnetuitil Engineers 29.113 05th OP. S. AnInijui Ut 911801 (208) NO-81110 IF JOISTS ARE ARL\ TO TO Es,HEARWALL, PROVIDE D51-. JOIST UNDER SW. 1011 NO. DATE DRAVeN r• 1•••!1•1 IF JOISTS ARE PERPENDICULAR TO SHEARWALL, PROVIDE 2-2x BLOCKING BILUN JOISTS FOR FULL LENGTH OF SW. COPIRIGHT 1995 MDT Engineering CHECKED M.D.T. SCALE I" LOCAVON 1 . , MDT Enitneering n 1 ' 29413 55h Ave. , ' I Auburn, WA 98001 : f 206-940-8810 re.c9OP - 11Z02 MANI I ,4-14.%ii FrA2 kup MA11.1 /U Pea. 4-7.--N4 6 -2714V4tINAU., '40 e 11 0 01 A YA • bP77 0A1 I r IYPIa-kc am /-/-6tAgifvf-vL P077-4 / PAokuAstc • 1: r , /10, V(i 61b 5. el9r7DAA NA-/b//v& prz. A. c'a AIA-14.106 1/Il <-2 Ld Basic Wind Speed = 80 MPH Exposure Ce = 0.62 Ce = 0.76 Cq = 1.3 Qs = 16.4 PSF 1=1.0 • WL Ce Cq Qs 1 0 - 15' WL= 0.62 x 1.3 x 16.4 x 1.0 13.2 PSF 15 - 30' WL = 0.76x 1.3x 16.4 x 1.0 = 16.2 PSF \I rim, / 0 . 12. 0) - HIP- 2 .6 4 ) 4. 2 ( 2 = 4/ p Seismic Loads: Seismic Zone 3 V=ZICW Rw Z=0.30 I= 1.0 C=2.75 Rw = 6 Consulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (206) 946-8810 V = 0.30 x 1.0 x 2.75 W = 0.1375 W 6 ig00 57b v\i,ALL , 26C/c RPO 14;L‘: INF 4 V miup UP, riz N.50c) kAao , z(e)CA /LP° I Immo coiLtri2c6( Auto 1.3z, &' ) mAchu Pc . SW # TRIB. AREA — TOTAL SHEAR LENGTH OF WALL SHEAR PER FOOT SW TYPE 4/q4 - 1 - a t )(/1o, i6"0 m-4. Cv- + = ■25. 5' C?Z I9L>` IA a )5 0,0A)0e,, r 15e04 qr4-4 +1/24 -- .00,' 5'2. pc., JA /t:v, 2 15f' S. , Jo = '10' lvct PLC' IA A v (qr5. - - 7 )(0)040, '251 - /0 +�, - / ' 1 Lc. A 7r7(6i)(/(p,2 11?-oil 9 ,69i- 1- - 1 , +)teil -'11•e 9 I/k 1(41)(110;' -1' 156 RT r 41 � - f(i,o - 2 =19.S' 19SF I 0 1(g)0(6 l eci - 760` 2,,4- 14+ +II,),c ' I I 9, (q)(l(v, +IP. '2770* ,,.54'2,2, = 19. 2 2J22 -PW 1 i a (61./-5 -11 (l0, 2) v2.4- ?,,'75 +'2,1. -1- 2 15 50 - l e! ' '2-1 q ptF /2. if) m �, - ( q ) - - 1 , - 7 ( q ) ( 6 , ? ) 2 2 C v 0 7 '2 , + / 2 . 1 5 - s 4 PGr S )60) 6,, 2�-t- 5707 77.4 0 + 1 ' = 21 ' vp4 rlo �- ® 54q 2-+•,U1 +II 0,c5 � 'C-4 rL `1 _2760 )g,s 4-p, - iv ' '27 pt,• '2- (1 1,1-54- /0,dz (i)(13, &JO vp P�� Pt . ivzo /24-0 gle2 114 11' GI.Arel".60 D PARTMENT: 1 ING DMSION c4-ous-1 a - DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS E REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F STRU NOT COMPLETE APPROVED W/ CONDITIONS E aetstrt (ooDi41ffiOil PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D DATE 3/4/97 PROJECT NAME 5F4P1lSetn 440 Iq - ColmAw►* VENTION ET ROUTED BY STAFF U (If routed by staff, make copy to master file & enter Sierra.) DATE I 1 DATE DATE P ING DMSION 0 � e (a - cr, PERMIT COORDINATOR DUE DATE Eiridgrab NOT APPLICABLE El NO FURTHER REVIEW REQUIRED E DUE DATE 40924/q1 NOT APPROVED (attach comments) Q DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. __ ) 1 I PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D II V d 6� DATE 3/4/97 PROJECT NAME *ASCU Cashrtoith -goo. Iq ween # r DEPARTMENT: BUILDING DIVISION FIRE PREVENTION C PLANNING DIVISION PUBLIC WORKS D STRUCTURAL PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • APPROVED TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE �/ / 2-1 r APPROVALS OR CORRECTIONS: (ten days) DUE DATE APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) E e . INITIAL DATED 1 i �'1 CORRECTION DETERMINATION: DUE DATE REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS NOT COMPLETE E DATE DUE DATE '' rril NOT APPLICABLE El NOT APPROVED (attach comments) (Certification of occupancy rcqui cd. ) PLAN REVIEW / ROUTING SLIP. ACTIVITY NUMBER DT4 -oat) DATE WM? PROJECT NAME 5+00 .s / • Cene44.114 1#t DEPARTMENT: BUILDING DIVISION Jj PUBLIC WORKS III DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMM:ENT S INitn TUES/THURS ROUTING: APPROVED C:ROUTE-F ••••■■,...1 REVIEWERS INITIAL NOT COMPLETE IVION■a,„, CORRECTION DETERMINATION: FIRE PREVENTION E STRUCTURAL E ,1■•■■•••■••• lAse. •I C,,:,4';'5,,,eQa. t A PLEASE ROUTE APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS APPROVED W/ CONDITIONS DATE 43 :5 et REVIEWERS INITIAL DATE ROUTED BY STAFF E (If rsuted.by"stafk make copy to master file & enter Sierra.) PLANNING DIVISION' • PERMIT COORDINATOR [21 DUE DATE EYA1, NOT APPLICABLE El P 1 :41to t AS eit0- i p i444,1 %. NO FURTHER REVIEW REQUIRED E DUEDATEV4/ NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) E (Cenificarion of occupancy rcquizsd. ........* TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF 11 (If routed by staff, make copy to master file & enter Sierra.) A DATE 4 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL NOT COMPLETE E, NOT APPLICABLE fl CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS DATE DATE PLANNING DIVISION' .PERMIT COORDINATOR 0 DUE DATE W DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. 4 DUE DATE e / - NOT APPROVED (attach comments) . PLAN REVTRW / ROUTING SLIP ACTIVITY NUMBER tr ""0 0 DATE 8 /11/9? PROJECT NAME 511RASaft COSINAOCAOK • <o} Iq Cteht es DEPARTMENT: BUILDING DIVISION c_ DETERMINATION OF COMPLETENESS: (T,Th) • NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRE ROUTED BY STAFF n (If routed by staff, make copy to master File & enter Sierra.) REVIEWERS INITIAL DATE Y AZ G APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS CORRECTION DETERMINATION: APPROVED C APPROVED W/ CONDITIONS REVIEWERS INITIAL N FIRE PREVENTION PLANNING DIVISION' STRUCTURAL PERMIT COORDINATOR Q DATE DATE DUE DATE Wain. NOT APPLICABLE (Cemficadon of occupancy rcquizzd. ) DUE ATE / NOT APPROVED (attach comments) E DUE DATE NOT APPROVED (attach comments) Q 4 COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL APPROVED ❑ REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0020 DATE 3 /27/97 PROJECT NAME STENSEN CONSTRUCTION - LOT 19 C orrte.47 %, DEPARTMENT: BUILDING DIVISION FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ • • DETERMINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUL F NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make co py .. to master file & enter Sierra.) t APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments . t CORRECTION DETERMINATION: NOT COMPLETE ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ DATE 4 1' C I `1 DATE DATE DUE DATE 4/01/97 NOT APPLICABLE ❑ DUE DATE 4/15/97 DUE DATE (Cerdficadon of occupancy required. ) PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431 -3670 An ; initial Building Division review has been completed. on the subject projects. The following corrections are required to complete this Divisions plan review. 1: The proposed plans do not provide an adequate prescriptive brace wall panel design as required by U.B.C. Chapter 23. Specifically the East or garage door side of the buildings will not comply with the "unusually shaped building" requirements noted in U.B.C. Section 2326.5.4. Therefore, a structural engineered plan • design in accordance with U.B.C. Section 1603.3 will by required for the brace walls. No further comments at this time BUILDING DIVISION COMMENTS April 8, 1997 Stensen Construction Lots 19 a 20 permit applications: D97 -0020 and D97 -0022 ACTIVITY NUMBER D97 -0020 PROJECT NAME STENSEN CONSTRUCTION — LOT 19 DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION • PLANNING DIVISION E PUBLIC WORKS STRUCTURAL E] PERMIT COORDINATOR ❑ 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE 0 COMMENTS ' TUES /TBIURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL I 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL Nick Olt \JOLS DATE (d i i i 119 l "l l CORRECTION DETERMINATION: APPROVED 0 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) Q REVIEWERS INITIAL C :ROUTE -F DATE APPROVED W/ CONDITIONS DATE PLAN REVIEW / ROUTING SLIP DUE DATE DATE 3/27/97 NOT COMPLETE ❑ NOT APPLICABLE C7 1LI25 Sy pc s. 4/01/97 DUE DATE 4/15/97 NOT APPROVED (attach comments) Q DUE DATE (Certification of occupancy required. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0022 I PROJECT NAME STENSEN CONSTRUCTION — LOT 20 DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS IIII STRUCTURAL ❑ PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) -COMPLETE COMMENTS ' REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED ❑ C:ROUTE -F NOT COMPLETE ❑ NOT APPLICABLE ❑ CO--/ . DATE % 0 119 7 DATE 3/27/97 L—C -4 / DATE 1 1 2 677 1 DUE DATE 4/01/97 TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF I I (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 6 1 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 4/15/97' APPROVED ❑ APPROVED WI CONDITIONS E. NOT APPROVED (attach comments) Ef DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE (Certification of occupancy tsqutred. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0020 PROJECT NAME STENSEN CONSTRUCTION — LOT 19 DEPARTMENT: BUILDING DIVISION E) PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE pz NOT COMPLETE NOT APPLICABLE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED p ROUTED BY STAFF p (If routed by staff, make copy to master file do enter Sierra.) REVIEWERS INITIAL. �I �-, I 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED p REVIEWERS INITIAL APPROVED W/ CONDITIONS S CORRECTION DETERMINATION: APPROVED p APPROVED W/ CONDITIONS p REVIEWERS INITIAL C:ROUTE -F FIRE PREVENTION p • STRUCTURAL DATE DATE DATE DATE 3/27/97 PLANNING DIVISION I PERMIT COORDINATOR p DUE DATE 4/01/97 DUE DATE 4/15/97 NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) p (Ccrditeation of occupancy required. ) PROJECT NAME REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F C_ Perm it CAOr4rnG*or CoP PLAN REVIEW / ROUTING SL ACTIVITY NUMBER D97 -0020 CORRECTION DETERMINATION: STENSON CONSTRUCTION — LOT 19 APPROVALS OR CORRECTIONS: (ten days) DATE DATE DATE DATE 1/27/97 DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR U 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 1/28/97 Q S COMPLETE n • NOT COMPLETE NOT APPLICABLE ❑ COMMENTS Leif e r Zile() Vele F pplic4+ia n TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) I I DUE DATE 2/11/97 APPROVED El APPROVED WI CONDITIONS ❑ NOT APPROVED (attach comments) ❑ t DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certitiadoa of occupancy required. : ' PROJECT NAME COMPLETE COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: C:ROUTE -F PLAN REVIEW / ROUTING SLIP STENSON CONSTRUCTION — LOT 19 DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE ❑ ' NOT APPLICABLE ❑ APPROVALS OR CORRECTIONS: (ten days) DATE I" — 9 , 1 DATE ACTIVITY NUMBER D97 -0020 DATE 1/27/97 DEPARTMENT: BUILDING DIVISION III FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ t 4 DUE DATE 1/28/97 TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED Q ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) 1 DUE DATE 2/11/97 APPROVED I I APPROVED W/ CONDITIONS L NOT APPROVED (attach comments) 11 DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ID NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Cen fiadon of occupancy rcqulrcd. ) :: STENSON CONSTRUCTION — LOT 19 DATE DATE /'4 S — 97 REVIEWERS INITIAL DATE DATE 1/27/97 DUEDATE 1/28/97 NOT APPLICABLE ❑ DUEDATE 2/11/97 NOT APPROVED (attach comments) ❑❑ DUEDATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certificadon of occupancy required. ACTIVITY NUMBER D97 -0020 PROJECT NAME DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE COMMENTS '" ' lee/1 v o - ' 2a cv' pm-PfJ m (hr�h, / f' ec IfYitk'i4 {cAoto-, - ' f?�t Gw i s kao s of- rp e ' C r l 4 .y / 41' !, v p PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ' hi- 434'A zolt :A (f �P P /�C TUES /THURS ROUTING: ROUTED BY STAFF El REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 2/11/97 APPROVED I APPROVED W/ CONDITIONS ❑. REVIEWERS INITIAL DATE l CORRECTION DETERMINATION: DUE DATE APPROVED ❑ REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP STENSON CONSTRUCTION — LOT 19 DUE DATE 1/28/97 NOT APPLICABLE ❑ y � l `� rev'! ea ar f uvr�v�� �l 7 +t , coot rw "( 040.nat o-Li (If routed by staff, make copy to master file & enter Sierra.) APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ DATE PLANNING DIVISION DATE 1/27/97 PERMIT COORDINATOR ❑ 4 NOT APPROVED (attach comments) El (Certification of occupancy required. ` PROJECT NAME PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0020 DATE 1/27/97 STENSON CONSTRUCTION — LOT 19 DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION El PLANNING DIVISION ❑ PUBLIC WORKS II STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE ❑ NOT APPLICABLE ❑ COMMENTS ' REVIEWERS INITIAL L REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF ❑ (If routed by staff, make copy to master file &'enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) NO FURTHER REVIEW REQUIRED El DATE 1-2,8 l? DATE DATE DUE DATE 1/28/97 DUE DATE 2/11/97 APPROVED ❑ APPROVED W/ CONDITIONS O. NOT APPROVED (attach comments) ❑ t DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certifcadoo of occupancy required. ) TO:. FROM: JJS /sal City of Tukwila Department of Public Works Permit Center DATE: September 113, 1997 SUB JECT: Stenson Construction - Lot 19 14254 54th Place South Permit No.: D97 -0020 Contact Person: Lee Stenson Phone: (206) 431 -5159 NOTIFICATION OF UTILITY PERMIT ACTION Public Works Engineering THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON SEPTEMBER 19, 1997: Curb Cut/Access Sanitary Side Sewer Storm Drainage 3/4" Permanent Water Meter Land Altering CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of application) PERMIT FEE $25.00 $20.00 $25.00 $260.00 $37.50 TOTAL: $367.50 John W. Rants, Mayor Ross A. Earnst, P. E., Director Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 REVISION SUBMITTAL DATE: V CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLAN CHECK/PERMIT NUMBER: 091: (')O a O PROJECT NAME: j -eo ejo con5 COfl pt PROJECT ADDRESS: CONTACT PERSON: PHONE: REVISION SUMMARY: 0/ Revised site plan; SHEET NUMBER(S) structural calculations; approved drainage plan iiZtI.I. 1W' o a&v.a�• • CITY OF TUKWILA /U(6 1 ; 1997 PERMIT CENTER "Cloud" or highlight all areas of revisions and date revisiatn STENSON, INC. 144 S.W. 153rd UNIT C BURIEN, WASHINGTON 98166 FLEESI*12 - 431 -5159 SUBMITTED TO: MOBILE CITY USE ONLY Bldg. Planning . Ire Public .Works 3/19/96 April 28, 1997 Mr. Lee Stenson 144 Southwest 153rd Street, #C Burien, Washington 98166 Dear Mr. Stenson: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0020 Stenson Construction 14254 54 P1 S This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division and Public Works Department. At this time the Planning Division and Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, 7 edetain Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0020 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431.3665 >ATE April 8, '1997. ROJECT. NAME Stensen Construction Lots. 19 at 20 permit applications PPLICATION NO D97 -0020 amislikaddilliail LAN REVIEWER Ken Nelsen, Plans Examiner (206) 431- 3670`: An initial Building Division review has been completed on the subject projects. The following• corrections are required to complete this Divisions plan review. 1 The proposed plans do not provide an adequate prescriptive brace wall panel design as required by U.B.C. Chapter 23. Specifically the East or garage door side of the buildings will not comply with the "unusually shaped building" requirements noted in U.B.C. Section 2326.5.4. Therefore, a structural engineered plan design in accordance with U.B.C. Section 1603:3 will by required for the brace walls. o further comments at this time. BUILDING DIVISION 'COMMENTS • �.( PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. Ross A. Earnst, P. E., Director 1) Driveway shall comply with City residential standards (see attached). Driveway width shall be a maximum of twenty feet (20') and shall have a slope not greater than 15 %. The driveway slope on lot 19 exceeds 15% and must be revised. All turning radii shall be a minimum of five feet. The driveway /access road shall be paved for a minimum distance of twenty feet (20') from the back of the sidewalk on South 144th Street. 2) Each new residence requires a separate tap off the water main for domestic water service. Show proposed size and location of new water meter. Specify type of pipe, size of pipe and depth of pipe for the proposed water service. Type of pipe bedding and pipe backfill material that will be utilized for pipe construction shall also be detailed. A minimum of ten feet (10') of separation is required between water lines and sanitary sewer lines. Said separation shall be measured from the outside edges of the pipes. 3) For the proposed sanitary side sewer, the size, slope, and type of pipe that is intended shall be shown. Minimum slope for the sanitary side sewer line is 2.00 %. Sanitary sewer manholes are required at all changes in pipe slope or alignment. Please contact Mr. Pat Brodin, Public Works Utility Engineer at (206) 433 -0179 regarding any sewer or water questions. 4) Provide a storm drainage plan showing how roof drains, foundation drains, and concentrated sheet flow from driveways will connect to a public storm drainage system or on -site infiltration system. All submitted storm drainage plans shall be stamped by a licensed civil engineer. Standing water was observed in the proposed access road area. Please contact Mr. Phil Fraser, Public Works Surface Water Engineer at (206) 433 -0179 regarding any storm drainage questions. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 5) Tukwila Undergrou ing Ordinance applies for this dev pmerit. As stated in this ordinance, all utilities shall be placed underground or owner shall apply for a Waiver to • • ..,;•;;Undergrounding/Obligation for Future Undergrounding. 7) Submit access/utility easements and maintenance agreements to Public Works for review prior to recording. Asphalt Concrete or Bituminous Plant Mix Replacement Patch Cut with Pneumatic Pavement Cutter or Existing Asphalt Pavement Existing Rigid Base 5/8' Minus Compacted Crushed Rock unless otherwise Ordered by The City. Existing Oil Mat 5/8" Minus Compacted Crushed Rock unless otherwise Ordered by The City. Saw Cut City of Tukwila Concrete 150% of Existing Depth TYPICAL PATCH FOR RIGID PAVEMENT Asphalt Concrete ar Bituminous Plant Mix Replacement Patch 150% of Existing Depth TYPICAL PATCH FOR FLEXIBLE PAVEMENT Saw Cut DATE: 11/15/96 Existing Concrete Pavement 5/8" Minus Compacted Crushed Rock unless otherwise Ordered by The City. Saw Cut Existing Asphalt Pavement 5/8' Minus Compacted At Crushed Rock unless otherwise Ordered by The City. NOTES: 1. All work to conform to the current Standard Specifications for Road, Bridge, and Municipal Construction. 2. A minimum of a one year guarantee is required on all pavement patching and overlays. 3. Controlled density fill in place of crushed rock material may be required in cases of recent pavement overlay, or as directed by City Engineer. PAVEMENT PATCHING n,t to peel,. RS -3 �e Exp. Joint (Typ CTyplcat) cnU •' I 4' Top of Curb at Driveway 5% 3/4 18' CURB DETAIL 1. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK. 3000 PSI. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 8' THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8'•5 1/2' EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. — 6'-- RS -8 6 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 6. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB EXISTS. 7. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE BY SAW CUT TO THE NEXT JOINT. RESIDENTIAL DRIVEWAY Nat to Baal.. . SFr" /1111!1.11.11r7 NsoNOW,V DATE: 1/15/96 18" Premolded Full Exp. Join ' Mantel Sidewalk 5' 2% 2" 03 Driveway (Max. Recommended Grade is 15%) City of Tukwila Min. or more directed. Top of Curb at Driveway 5% 3/4" — 5/8' CRUSHED ROCK SECTION A—A NOTES: 1. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK, 3000 PSI. 2. INSPECTION REQUIRED BEFORE RACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GWEN TO TUKWILA PUBLIC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A UK r THCX. 4. WHERE DRIVEWAY WIDTHS EXCEED 15. A 3/6"•3 1/2' EXPANSION JOINT SHALL BE PLACED LONGMANNALLY ALONG THE CENTERLINE 5. ALL WORK SHMJ. BE PERFORMED IN ACCORDANCE Y/ITH AP/WY/SOOT PLANS MO SPECIFICATIONS OR AS DIRECTED BY THE CITY Of TUKWILA. 6. AN ASPHALT APRON MAY BE USED IN AREAS MERE NO CURB DUSTS. 7, REMOVAL. Of EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SMALL BE BY SAW CUT TO THE NEAT JOINT. 6. THIS ALTERNATE SHOULD aC USED ONLY AFTER STUOrNG CLOSENESS Of ORNEWAIS, DRAINAGE. TOPOGRAPHY, DRIVEWAY GRADES. RCHT-0E—WAY. ETC. •Y. PLANTER TO BE IANNTAINED BY ADJACENT PROPERTY OWNER BY AGREEMENT. 18" CURB DETAIL es' —I 1 I ALTERNATE RESIDENTIAL DRIVEWAY 1 of 3 Not to OC1441. ol.42 n■glbfrAryclor14 • NOTFS; SECTION A —A 2' Min. or more as directed. )K Dependa On Driveway Profile I (Max. Recommended Grade is 15X) 0 City of Tukwila J Top of Curb at Driveway DATE: 11/15/96 CURB DETAIL 1. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK, 3000 PSI. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBUC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK. 4, WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8 " 1/2' EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERUNE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CflY OF TUKWILA. 6. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB EXISTS. 7. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE BY SAW CUT TO THE NEXT JOINT. 8 " ALTERNATE RESIDENTIAL DRIVEWAY 2 of 3 Nitito .eali RS -88 ,.ems I 18 • Sidewalk V 6' 2" — 5/8" CRUSHED ROCK SECTION A—A Driveway (Max. Recommended Grade is 15X) City of Tukwila 2" Min. or more as directed. 5% Top of Curb at Driveway DATE: 11/15/96 314 tir CURB DETAIL NOTES: 1. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK, 3000 PSI. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8"•5 1/2" EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 6" 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 6. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB EXISTS, 7. REMOVAL OF EXISTING CONCRETE CURB. GUTTER OR SIDEWALK SHALL BE BY SAW CUT TO THE NEXT JOINT. 8. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS. DRAINAGE. TOPOGRAPHY, DRIVEWAY GRADES. ETC. ALTERNATE RESIDENTIAL DRIVEWAY 3 of 3 Net to scale, RS-8C S.3.43 Ch. elizatiorl. All sanitary sewer manholes shall be fully channeled to the crown of the sewers. The manholes shall be channeled to accomplish smooth flow through the transition and to minimize turbulence. To maintain the energy gradient and velocity through grade changes and changes in diameter at manholes, the invert of the downstream manhole shall be designed a minimum of 0.1 foot below all incoming invert elevations. Optional channelization methods include prefabricated fiberglass /pvc channels. S.3.44 Manhole Foundations. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. S.3.5. SANITARY SIDE SEWERS. Not more than one house or building shall be connected with a lateral sanitary sewer, except in certain cases approved by the City Engineer. Buildings within 250 l.f. of a sanitary sewer line or lateral shall be deemed to be within the area served by that sewer and shall be connected. A septic system may only be allowed per the requirements of King County. The sanitary side sewer shall be designed in such a manner as to be of sufficient size to carry all sanitary sewage and waste fluids of any kind from the buildings. Each toilet, sink, stationary wash stand, floor drain, or any other piece of equipment having waste fluids, shall be connected with said sanitary sewage system. The City maintains as-built records concerning the location and approximate depth of side sewer stubs. These records are for informational purposes only and it shall be the Developer's responsibility to verify the location and depth of the existing services. In cases where a stub has not been supplied, the Developer shall connect directly to the City main. The Developer shall assume all costs for said connection, including, but not limited to, street repairs, tapping charges, bonds, permits, etc. Cuts into City streets shall be repaired per the City's Standard Pavement Patch Plan (available in the Public Works Department). S -8 1...V•44 . S.3.53 S.3.54 • Side sewer connections into Metro interceptor sewer lines shall be allowed only by written permission from Metro. The City will the agency through which permits will be obtained for such connections. The Permittee is responsible for all coordinations with Metro for necessary inspections and approvals. Sewer Pipe. Materials allowable for sanitary side sewer construction are plastic (PVC minimum schedule 35), concrete where soil conditions permit and slopes are less than 15%, ductile iron pipe, or PVC pipe where its use is justified due to scouring velocities or other special soils foundation problems exist. Ductile iron pipe placed in peat areas or areas of potential corrosion shall be polyethylene encased. Anchors shall be installed if over 15% slope. All side sewers shall be a minimum diameter of six inches (6"). Residential side sewers may be reduced to a minimum of four inches (4") from the property line to the building. S-9 S.3.52 Slope. All sanitary side sewers shall be laid on not less than two percent (2%) grade, nor greater than one vertical to two foot horizontal. Separation And Depth. The side sewer shall not be less than sixty inches (60") from any building, except at the point of entry. Where the sewer is below the building foundation, the horizontal distance from the foundation must be equal or greater than the vertical separation. The pipe shall not have less than twelve inches (12") of cover inside the property line. Clean Outs. All side sewers shall have clean outs located at one hundred foot (100') intervals at property lines, and at the termination of the sewer at the building, and all vertical or horizontal bends in the pipe of ninety degrees (90°) or greater. The maximum length of a six inch (6") side sewer shall be one hundred fifty feet (150'). W.3.33.4 W.3.34 SEPARATION AND CROSSINGS Shall be equipped with domestic water, power (110 Volt, single phase), duplex waterproof outlet, lights, heater, dehumidifier and sump pump with a check valve. 4. Shall have offset hatches for access to vault with permanent full length ladder. CHECK VALVES. Check valves shall be for 150 psi working pressure, unless otherwise specified. Check valves shall be equal to Clayton 81 B. W.3.33.5 AIR RELEASE VALVES. Air release valves shall be designed, constructed, and installed per City Standard Plans. Air release valves shall be located at all high points along the main. W.3.33.6 BLOW -OFF VALVES. Blow -off valves shall be built per the City's Standard Plans. A standard two inch (2 ") blow -off assembly shall be located at the dead end of all water mains for flushing purposes. If flows and pressure are deemed sufficient, a fire hydrant may be required in lieu of the blow -off assembly. Chambers, pits or manholes containing valves, blow -offs, meters, or other such appurtenances to a distribution system, shall not be connected directly to any storm drain or sanitary sewer, nor shall blow -offs or air relief valves be connected directly to any sewer. Such chamber or pits shall be drained to the surface of the ground where they are not subject to flooding by surface water, or to absorption pits underground. Watet and sewer main separation. Water mains shall be laid at least ten feet (10') horizontally from any existing or proposed sewer. The distance shall be measured edge to edge. DOE requirements shall also be met. In cases where it is not practical to maintain a ten foot separation, the City Engineer may allow deviation on a case -by -case basis. Such deviation may allow installation of the water main closer to a sewer, provided that the water main is laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer at such an elevation that the bottom of the water main is at least eighteen inches (18 ") above the top of the sewer. W -8 Water mains crossing sewer shall be laid to provide a minimum vertical distance of eighteen inches (18 ") between the outside of the water main and the outside of the sewer. The water main shall be located above the sewer. At crossings, one full length eighteen feet (18') of water pipe shall be located so both joints will be as far from the sewer as possible. Special structural support for the water and sewer pipe may be required. Surface water crossings. A minimum cover of four feet (4') shall be provided over the pipe. When crossing water courses which are greater than fifteen feet (15') in width, the following shall be provided: A. The pipe shall be of special construction having flexible watertight joints. Valves shall be provided at both ends of water crossing so that the section can be isolated for testing or repair; the valves shall be easily accessible, and not subject to flooding; and the valve closest to the source shall be in a manhole. Permanent taps shall be made on each side of the valve within the manhole to allow insertion of a small meter for testing to determine leakage and for sampling purposes. State Department of Fisheries approval is required for any stream crossing. The Developer shall apply for and receive approval prior to 4, construction. W.3.35 Taps. Tapping tees for "size -on- size" shall be of the full encirclement "mechanical joint" style, and shall be made of either cast or ductile iron. Mueller or other approved equal. Tapping sleeves for other than "size -on- size" shall be "mechanical joint" or "epoxy coated fabricated steel ". Fabricated steel sleeves shall be constructed of ASTM 285 grade C or ASTM A.36 steel, with a fusion bonded epoxy coating to AWWA C213 -79. Painted coatings are not acceptable. Sleeves shall have a machined groove for maintaining gasket position. All sleeve hardware shall be stainless steel, specification 18 -8 Type 304. JCM brand or other approved equal. W -9 W.3.36 W.3.4 DOMESTIC WATER SERVICE/METERS Blocking. All Tees, plugs, bends and hydrants shall be provided with reaction blocking per the City's standard plans. Tie rods or joints designed to prevent movement may also be required. Concrete shall originate from a commercial batch plant. All tie -rods shall be painted with a bituminous coating. Concrete blocking shall be cast in place. Blocking shall bear against fittings only and shall be clear of joints so as to permit dismantling at the joint. Backfilling shall not occur until the blocking obtains 3000 psi strength. All fittings shall be wrapped with plastic sheeting. All domestic and/or industrial consumption of water, except for fire- lines, shall be metered. Water service connections and plumbing shall conform to relevant Seattle/King County plumbing codes and City of Tukwila standards. All domestic water service connections require an approved water meter permit from the Public Works Department. 1. Single family residential water service connections shall be a minimum of three - fourths inch (3/4 ") and use copper tubing type K from main to meter w/o joint and materials between meter and house must be approved by the current Seattle/King County Plumbing Code. Water service connections to other than single family residential shall be a minimum of one inch (1 ") type K copper from main to meter w/o joint. 3. All pipe and fittings shall be rated for pressure of twice the maximum working pressure. Water services to be connected to an existing, in- service, water main, shall be made by a wet tap. The costs (labor, supplies, and equipment) for the completed installation shall be reported on the bill of sale form as a condition of acceptance of the installation. 3/4" and 1" 1. Tapping Saddle: Single strap Rockwell, Mueller, or approved equal (iron pipe thread). 2. Corporation Stop: Mueller H -10013 or approved equal. W -10 1 -1/2" and 2" Angle stop: Mueller H- 14258. Meter tail piece shall contain angle cheek valve. Meter Setter: Mueller H- 1470 -2 or approved equal, set four inches. (4 ") to six inches (6 ") from finished grade. Pipe: Type K copper tubing. Meter Box: Olympic Foundry #511 or approved equal for 3/4" meters. #2 Fogtite or approved equal for 1 meters. Plastic meter boxes may be used in landscape areas only. Solid steel 1/2" diamond plate lid is required in traffic areas. Tapping Saddle: Double strap Rockwell, Mueller, or approved equal (iron pipe thread). Corporation Stop: Mueller H -10013 or approved equal. Meter Valve: Jones, J -372F, or approved equal, one on each side of the meter. Highest point of valve to be 8" to 10" below finish grade. Meter setters may be used in place of meter valves. The meter setter must have a check valve on the downstream side and a built -in bypass assembly with lock wing (Mueller). Bypass Assembly: A 1" bypass assembly will be installed on all 2" services; optional on 1 -1/2" services. 5. Pipe Material: Type K copper tubing or high molecular weight black polyethylene pipe, with tracerwire. Pipe to be bedded in pea gravel, sand, or crushed rock (3/4" minus or smaller). 6. Meter Box: Fogtite #2 with 1/4" diamond plate solid steel lid or approved equal for 1-1/2" meter; Fogtite #3 or a 2' x 4' meter box with 1/4" diamond plate solid steel lid for 2" meter with three 12" minimum risers. Lids must have a hinged inspection plate, centered over meter. Plastic #2 in planter area. W -11 ,,, • 3" and 4" • 1. Tapping Tee: refer to Section W.3.35. Tapping Valve: Mueller T-2360-16 or approved equal. Valves to be complete with valve box. Rich or Olympic Foundry with 18" top section. Meter Valves: Mueller A-2370-6 with hand wheel or equal. One on each side of the meter. The valve shall be set upright with the highest point being eight inches (8") to ten inches (10") below finish grade. Pipe Material: Ductile Iron Class 52. Pipe to be bedded in pea gravel, sand, or crushed rock (3/4" minus or smaller). Swing joints must be installed at the tapping valve, at the meter valve, and at any change in direction of the service line when using galvanized pipe. Concrete thrust blocks and steel tie rods will be used at any change in direction of the service line when using ductile iron pipe. Bypass Assembly: Service must be installed with a 1-1/2" meter bypass assembly. Flange spacing for bypass will be 13-1/4". 6. Meter Box: 3'x4' vault, depth shall be a minimum of 28". The bottom of the box shall be below the bottom of the meter. A 1/4" diamond plate traffic lid shall be installed. A hinged inspection plate is to be installed over the meter register for meter reading, with meter 7"-9" from top of inspection plate. 6" and larger 1. Tapping Tee: Refer to Section W.3.35. 2. Tapping Valve: Mueller T-2360-16, or approved equal. 3. Meter Valves: Mueller A-2370-6 with hand wheel or equal. One on, each side of the meter. 4. Pipe Material: Ductile Iron Class 52. Concrete thrust blocks and steel tie rods will be used at any change in direction of the service line. W-12 Bypass Assembly: Service must be installed with a 2" bypass assembly. Meter Box: 4'x6' depth shall be a minimum of 28 ". The bottom of the box shall be below the bottom of the meter. A 1/4" diamond plate traffic lid shall be installed. A hinged inspection plate is to be installed for meter reading. .3.5 . HYDRANTS AND FI RE SYSTEMS INSTALLATION. All fire hydrants installed within the corporate limits of the City of Tukwila shall be per City standard plans. Fire hydrant feed lines shall be installed at right angles to the supply main in conformance with the Hydrant Setting Detail (see City Standard Plans). Leads from the service main to the hydrant shall not be less than six inches (6 ") in diameter and not over fifty feet (50') in length. Hydrants, auxiliary gate valves and supply lines shall be installed to meet sound engineering standards per the NFPA. COVERAGE. Hydrants shall be placed so that a hydrant is within one hundred fifty feet (150') of a building, and that no point of a building (around its perimeter) is greater than three hundred feet (300') from a hydrant. Public fire hydrants shall be installed at a maximum spacing of ,x, three hundred feet (300') along City water mains. ACCESSIBILITY. Hydrants shall be in plain view for a distance of fifty feet (50') in the line of vehicular approach (free from shrubs, trees, fences, landscaping, etc.). SUPPLY. Hydrant supply lines shall be of such size and design as to provide the fire -flow as required by Appendix III -A of the Uniform Fire Code, Fire Flow Requirements for buildings and the City's comprehensive water design standards. W -13 c g n = a gq 8 o c g a n x V e 0 a V a 0 0 4' Sewer Pipe 10' Min. Solt Pipe Adapter (Remove or F111 Existing Septic Tank) INSPECTION TEE AT CiTY R/W UNE Show Address on / Plan. 523 BIRCH ST. CiTY R/W UNE - W Materials: (All New) PVC — Min, schedule 35. Concrete — Where soil conditions permit and slopes are less than 15%. Ductile iron(palyethylene encased) — peat or potential corrosion areas. Ductile or Cast Iron — justified due to scouring velocities or soil problems. Coven if Min Cover required over all pipe. Slope: Min. 2% Max. 20% without anchors Anchor for >20% Plugged Clenn Out (Total 90' requires Clean Out) Long Sweep Bend Clean Out 6' Plug 6 X 6 X 4 VYE �-- 6' SEVER PIPE PROPERTY LINE Plugged Clean Out � CNYe) STREET Use Saddle for Existing Main. City of Tukwila Test Tee & Clean Out [Detail l 18' 18' Min. Cover unless extended to Grads. 8' or LARGER MAIN SEVER z J 30' SANITARY SIDE SEWER Nat to wale. DATE: 11/22/96 SS -1 ■ 1/8" Raise — 1/2" Wide Border I r 1/2• f 1• Cast Iron Ring And Cover Pipe Material As Specified By The Engineer 3/4" Squares Spaced -3/4" N Indicated —Ht 1/8" Side Sewer • City of Tukwila Fibre Joint Packing 45 deg.(1 /8) Ben CLEAN -OUT yot to •. DATE: 11/22/96 SS -2 l Sieve Size X Possing 3" 100 1/4" 25 Min. 140 40 Max. #200 • / 200 7 1/2 Max. Sand Equivalent • 35 Min. Sieve Size X Passing 3 / 4 " 100 3/8 95 -100 #8 0 -10 #200 0 -3 Sand equivalent 35 Min. DIMENSION CLASS A • CLASS 8 4IAIN 4 27 "& 0 1/4 I.D. 12 MAX under 61MIN, over 271.0. b 1/4 0.0. 1/2 O.D. e 3/4 O.D. 1/2 0.0. Sidefill Material (See Note) Bedding Material, Type I, Rigid, See Gradation Table Foundation Level J W Limit of Pipe Zone Alternate r Laid —bock 6" Trench BEDDING FOR RIGID PIPE IN TRENCHES Notes: 1. Provide uniform support under barrel. 2. Hand tamp under haunches. 3. Compact bedding material to 95% MAX density except directly aver pipe, hand tamp only. 4. Make surface of bedding level, or slope up away from pipe. 5. Trench width(W) —Pipe I.D. plus 24" Max. for pipe 24" I.D. or smaller. —Pipe I.D. plus 36' Max. for pipe larger than 24" I.D. —The pipe zone will be the actual trench width, except that for Class A bedding. the Min. concrete width shall be 1 1/2 I.D. + 18'. 6. Sidefill material shall conform to backfill except that rocks or lumps larger than 1' per foot of pipe diameter shall not be used. Bedding Material Gradation Table Backfill Material Gradation Table ■ City of Tukwila PIPE BEDDING FOR SANITARY SEWERS Net to soak. DATE: 11/22/96 SS -11 ti nvr...q..nr -,a MATCH EXISTING • STREET SECTION (SEE PAVEMENT PATCHING STANDARD PLAN) BACKFILL 5/8" MINUS CRUSHED ROCK UNLESS OTHERWISE APPROVED BY THE CRY. 1..3 X tepth Width) City of Tukwila DATE: 11/22/96 • MIN , & MAX NOTE: ALL BACKFILL SHALL BE COMPACTED TO 95% OPTIMUM DENSITY. 4 MIN. -- + 24' (MAX. WIDTH) TRENCH BACKFILL STREET R/W pt to WS-10 wymems".• ' TO NEW MAIN 24' METER TO BE INSTALLED BY CRY 4 BURY IN WO TYPE K COPPER x City of Tukwila = TYPE K COPPER PIPE PVC - POLY ETHYLENE POSSIBLE PARTS LIST: 3 - 1' COUPLINGS MUELLER 110 X ANGLE STOP 1 - 1' OR 3/4" CORP STOP RP X 110 1 - 1' OR 3/4" X 2" BRASS NIPPLE N► 1 - 1/4" X 1' OR 3/4" BRASS BUSHING 1 - TAILPIECE X 110 NOTE: 1. SINGLE SERVICE LINES ARE 3/4" TO 1' DIAMETER(CTS). 2. EQUAL MATERIALS MUST BE APPROVED BY THE CITY. 3. COPPER SETTER FOR SERVICES WITH MULTI - RESIDENTIAL EQUIVALENTS AND ALL COMMERCIAL SERVICES SHALL HAVE A BY -PASS WITH A VALVE WITH PADLOCK WINGS. 4. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS. WHERE POSSIBLE. 5. SAND BEDDING MATERIAL SHALL BE USED TO BACKFILL AROUND CORP STOP AND SERVICE LINE. RESIDENTIAL WATER METER DATE: 11/22/96 Not 14 .C4.. W S -18 /w/IIY�O.M10111yi. PLASTIC 'HINGE LID NOTES; USE BROOKS #1017-12 W/METER READING COVER OR EQUAL COVER MUST DISPLAY W.M. OR EQUAL PLASTIC BOX ALUMINUM HINGE LID PLASTIC LID CONCRETE LID City of Tukwila WATER METER BOX 3/4" Kat to goals. DATE: U/25/96 WS-13 L&. 4.41.44mInvetavo.‘041 r • . • ' . .1, i• NOTE: Use — Fog Tite #1D or Equal OFC #511— 5/15 STEEL TRAFFIC BEARING U0 (WELDED LEGEND - a C} CAST IRON METER BOX 1/4 • City of Tukwila 3/4" WATER METER BOX IN DRIYEWAY/ROAD SHOULDER Nqt th mg.. DATE: 11/22/96 WS-14 / PoalriDADMIlte■MILDD City of Tukwila Fire Department Fire Department Review Control #D97 -0020 April 16, 1997 Re: Stensen Construction Lot 19 - 14254 54th Place South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. _Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall he within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 2. For short plat. development (four single family homes or less), hydrants shall he placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. The hydrant must flow a minimum 1000 gpm at 20 psi residual pressure. 3. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall he compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 4. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 5. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. John W. Rants, Mayor Thomas P. Keefe, Rre Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 575-4439 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 7. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 8. You are required to install a street sign for your private access road (54th Place South). Contact Ted Freemire at 433-1860 for details. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 dO3 3111 Department of Community Development Steve Lancaster Director Mr. Lee Stenson 144 Southwest 153rd Street, #C Burien, Washington 98166 Dear Mr. Stenson: SUBJECT: Development Permit Application Number D97 -0020 Stenson Construction S 144 St & 55 Av S - Lot 19 ''his letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 27, 1997, was re- reviewed at the April 1, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, liegae; L jed,AZO? Kelcie J. Peterson Permit Coordinator File: D97 -0020 PRE 96 -044 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • 206) 4313670 • Fax (206) 4313665 ; REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: DTI • OOZC) :55 Av S _to PHONE: / S7 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA MAR 2 7 1997 SUBMITTED TO: PERMIT CENTER CITY USE ONLY Public Works 3/19/96 February 4, 1997 Dear Mr. Atwood: Planning Division: 2. City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Donald G. Atwood . 4316 - 30th Avenue Southwest Seattle, Washington 98126 SUBJECT: Development Permit Application Number D97 -0020 NOTICE OF INCOMPLETE APPLICATION Stenson Construction S 144 St & 55 Av S, Lot #19 FILE COPY This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 27, 1997 was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Planning Division must be met. Contact John Jimerson, Associate Planner, at 431 -3663 if you have any questions regarding the following comments. 1. Need geotechnical review for foundation. Contact Gary Schulz, Urban Environmentalist, at 431 -3662 for level of detail needed. Need to show all trees on slopes of 20% or greater. If any trees with a trunk diameter of 4" or greater are to be removed from these slopes, c complete tree permit application must be submitted. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. John W. Rants, Mayor 6300 Southcenter Boulevard, Sulte #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431-3665 f y ou have any questions please contact me at the City. of Tukwila Permit Center a 206) 431-3672 P`+ : t " <?i13r9 41147 Inn., t va81 Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at 684 -1740. (Please print or type) Owner's Name (Last, First, Middle Initial) Property Tax I.D. Number Property Legal Addr $s: Subdivision Name_ / Subdiv. # Lot # i Block # Building Name ,' t (if applicable) t - jj 1 N C.� Property Street Address r City, State, Zip UI� -c�-' i LA >. tt. Owner's Mailing Address 4 - � , ��- 5I�z' C_ Add (If different from G above) I L I =uJ LL i A g D I it (0 Owner's Phone Number ('l'(n ) Z1 " 5 I SI Property Contact Phone Number ( ) Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District Date of Connection: Side Sewer Permit # Residential Customer Please check appropriate box: Equivalent (RCE) Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please till out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that e capacity charge levied will be based on this information and any deviation will require resubrr0 ion - of. rrecte• • •to ,p r determi n of a revised capacity charge. Signature of Owner /Representative _.!.- . %I ,7) Date //2 7 1.0 1.6 2.4 3.2 While - Kina County Yellow - 1 neat SAwAr Anr,nr,, >ForKin A ccount, #' onth .''SigiMo that Print Name of Owner /Representative 1/e=}�' ArLtV ' /-�''l L•C.e2C) Pink Ccumr rt. ICI mm"... City of Tukwila SANITARY SIDE SEWER DATE: 11/22/96 SS -1 BEDDING FOR RIGID PIPE IN TRENCHES se uo.. 6a ww ie, 3 /s• lo Imo Gr a dot9on able' Bcakfill Maleriol Gradation Table CUSS ,ztis o.a. 0.0. cu55 Va o.o. 1n on. fur too Pouing City of Tukwila PIPE BEDDING J FOR SANITARY SEWERS DATE: 11/22/96 SS -11 City of Tukwila S.3.51 5.3.52 S.353 5.354 NOTE: OFC Use 51Fog Tice }JiD or Equal ji1— City of Tukwila 3/4" WATER METER BOO IN DRIVEWAY /ROAD SHOULDMR DATE: II/22/96 VS —t4 Side sewer connections into Metro interceptor sewer lines shall be allowed only by written permission from Metro. The City 411 be the agency through which permits will be obtained for such connections. The P611 6666 is responsible for all coordinations with Metro for necessary inspections and approvals. Sewer Pips. Materials allowable for sanitary side sewer construction are plastic (PVC minimum schedule 35), concrete where soil conditions permit and slopes are less than 15`6, ductile non pipe, or PVC pipe where its use is justified due to scouring velocities or other special soils foundation problems exist. Ductile iron pipe placed in peat areas or areas of potential corrosion shni be polyethylene encased. Anchors shall be installed if over 15% slope. All side sewers shall be a 616266661 ciameeer of six inches (6 "). Residential side sewers maybe reduced to a minimum of four inches (4 ") from the property line to the building. Slope. All sanitary side sewers shall be bid on not less than two percent (2 %) grade, nor greater than one venire to two foot horizontal. Separation And tenth. The side sewer shall not be less than sixty inches (60 ") from any building, excepts she point of entry. Where the sewer is below the building founde,, we horizontal distance from the foundation must be equal or g :car than the vertical separation. The pipe shall not have less than r. +ei:e inches (12 ") of cover inside the property line. 6. Clean On15. All side sewers shall have clean outs located at one hundred foot (100') intervals at property line,, and at the termination of the sewer at the building, and all vertical or horizontal bends in the pipe of ninety degrees (90 ") or greater. The maximum length of a six inch (6 ") side sewer shall be one hundred fifty feet (1501 q r(O watertight jot.. Water mains crossing sewer shall be laid to provide a minimum vertical distance of eighteen inches (I8 ") between the outside of the water main and the outside of the sewer. The water main shall be located above the sewer. At crossings, one full length eighteen feet (18) of water pipe shall be located so both joints will be as far from the sewer as possible. Special structural support for the water and sewer pipe may be required. Surface water crossing[. A minimum cover of four RN (4') shall be provided over the pipe. When crossing water courses which are greater :non fifteen feet (I5') in width, the following .11 be provided: A. The pipe shall be of special construction having flexible B. Valves shall be provided at both ends of water crossing so that the section can be isolated for testing or repair, the valves shall be easily accessible, and not subject u flooding; and the valve closest to the source shall be in a manhole. C. Permanent raps shall be made on each side of the valve within the manhole to allow insertion of a small meter for testing to determine leakage and for sampling purposes. State Department of Fished. approval is required for any stream crossing. The Developer shall apply for and receive approval prior to construction_ Taut. Tapping tees for "sizeo664ize' shall be of the full encirclement mechanical joint' style, and shall be made of either cast or ductile iron. Mueller or other approved equal. Tapping s)eeves for other than "sizeon-size' shall be "mechanical joint" or "epoxy coated fabricated steel ". Fabricated steel sleeves shall be constructed of ASTM 285 grade C or ASTM A.36 steel, with a f bonded epoxy coating to AW WA C213 -79. Painted coatings are not acceptable. Sleeves shall have a machined groove for maintaining gasket position. All sleeve hardware shall be stainless steel, specification I8 -8 Type 304. 7CM brand or other approved equal. Alen:inn. All Tees, plugs, bends and hydrants shall be provided with reaction blocking per the City's standard plans. Tie rods or joints designed to prevent movement may also be required. Concrete shall originate from a commercial batch plant. All tie -rods shall be painted with a bituminous coating. Concrete blocking shall be cast in place. Blocking shall bear against finings only and shall be clear ofjoints so as to permit dismantling at the joint. Backfilling shall not occur until [he blocking obtains 3000 psi strength All finings shall be wrapped with plastic sheeting. DOMESTIC WATFR SFRVICF/MF7FRS All domestic and/or industrial consumption of water, except for fire-lines, shall be metered. Water service connections and plumbing shall conform to relevant Seaele/King County planting codes and City of Tukwila standards. All domestic water service eennections require an approved water meter permit from the Public Works Department. 1. • Single family residential water service connections shall be a minimum of three- fourhs inch (3/4 ") and use copper tubing type K from main to meter w/o joint and materials between meter and house must be approved by the current Seatte/King Coonty Plumbing Code. 2. Water service connections to other than single family residential shall be a minimum of one inch (I") type K copper from main to c meter w/o joint. 3. All pipe and finings shall be rated for pressure of twice the maximum working pressure. Water services to be connected to an existing, in- service, water main, shall be made by a wet tap. The costs (labor, supplies, and equipment) for the completed installation shall be reported on the bill of sale font as a condition of acceptance of the installation. 3/4" and I" Tapping Saddle: Single strap Rockwell, Mueller, or approved equal (iron pipe thread). 2. Corporation Stop: Mueller H -10013 or approved equal. 3. Angle stop: Mueller H- 14258. Meter tail piece shall contain angle cheek valve. 4. Meter Setter. Mueller H- 1470 -2 or approved equal, set four inches (4 ") to six inches (6 ") from finished grade. 5. Pipe: Type K copper tubing. 6. Meter Box: Olympic Foundry k511 or approved equal for 3/4" meters. N2 Fogtite or approved equal for I" meters. Piastre meter boxes maybe used in landscape areas only. Solid steel V2" diamond plate lid is required in traffic areas. FILE COP'' -- : )d/04l1/:0P/a:' (. - art, oa:rrors and cn 6601 6) , PP , SEPARATE PERMIT REQUIRED FOR t' IT fi MECHANICAL ? 10 PLUMBING tie:3AS PIPING CITY or TUKWILA 9UILDIPIG DIVISION 142__ - 60 t - ,4 �F fi ICI-% lb 1.,e pa 21 IZZ OV (VS Hz' Via 180 lSQ MO j I w4M I 1 o�Y I�tz Iq( o bll I H /15- ALA- SEWER Co NNEc TSON PER 1 S7AQD S -0 A PPRox. t O C i 4 T T o N or DR " v� wAi ANS,(3� To 3Fs R rte.' D - A' R ��rrf srnEi A c.� —� These plans have been reviewed by the Public Works Department for conformance with current City stan:'ards. Acceptance is subiect to errors an6 O": _eons which do not authorize violations of adept, ,:endards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Fir r :. ,lance is subject to field inspection by the ! orks u tilit i es i actor. Date: £ rri B y; 1 I G,= / LO I� f 2 =' r f*. 4. IFgl 1 Ioh1 ( 297 —oo zz) uTi -r,' L 1It= old' �N�Tt= �Tl�t —j 5! lL, III ,z5000�I I` � wl 11-1 2 TT L ` G I N >sN►� 4 4_, !mod / � � ' � � -t" 1 1 F-' S "1O �oN 1 -I'VT I " i1-- -i l:f, -+S - A 1 N,s 54 I51-141(+� S GI a2) Lo# trot ®`^try SST, \ J11"l" �XI L �o/` (�i /►mot i ITt OF TUiTW)LF': APPRO`!EI O CI 5 1997 4 gi�i(.DIh1G DIViSIQ``l - b"r4_oo20 1 4- 1 Iqb — 14 a_ 19 Me CITY OF TUKWiLq PERMIT CENTER '1 /6 RECEIVEb - - - - - //1 [ SEP 1.1 1997 i Pu w� R Ks - AX .� //4i 4 - A -(LAA- _CA -A) l , 1 , ,:_i � � . 1 ' 7 ^1 � is h ,r,,, `� MI 5 4o ,;� ) / S \ w . i ; ,, ia' ieP �5 � / 7 / l /73.6 Fbuisti !7 /J /.3g A St C. i i0fJ A r c ,g 77 (.). C 6 ) 1iS71Ai G a/LA t ya RECEIVED SEP 1 1 1997 TUKWILA PUBLIC WORKS * «»2 q •«a 9rm4 r r : - t ! 9i , S.L. 1)91- BOX TO BE ADJUSTED TO CITY REQUIREMENTS 190.- 180 • DATUMLE'V 17000 1.607 10' SANITARY SEWER, SLOP '�& ACCESS EASEMEN APPROXIMATE. HOUSE LOCATION APACE F.F 1 51:0' DAYLIGHT AT ED OF EXISTING DITCH NOTE: IF SLOPE EXCEEDS 20% . CONCRETE ANCHORING OF PIPE BALL BE NECESSARY PIPE SLOPE IS 2% (MIN.) MAINTAIN F 2 FEET OF COWER OVER PIPE SLOPE 0 2:1 MAX FROM BOTTOM OF WALL TO PROPERTY LINE - TYPE I ST 1 +0440 RIM =1.73.78 OUT: F169 78. APPROXIMATE LOCATION OF EXISTING DRAINAGE ( ITCH Oy 5'4 AVE SOUTH NOT IMPROVED) QUARRY S'ALI- PAD 6. —8" SPALLS 18" DEEP DRAINAGE -EASEMENT Ite q ogr7 -661•2 RAC APPROXIMATE HOUSE LOCATION. SLOPE 0 2:1 MAX FROM PAVEMENT' EDGE TO EASEMENT BOUNDARY TOP,WILA . co Lo Cr, rn 0+ (.. `x cr, co • UTILITIES r-m O. 1� D- --I V) * - BRASS CAP SURF. MON. AT 55TH AVE S AND S 144TH STREET DIST 132.11' TO CENTERLINE OF DRIVEWAY Co ` EXISTING FACE OF CURB 0 +00 0 +20 INSTALL REVERSE SLOPE ORIVEWAY SEE DETAIL c.01 CD RI STA - 0 +46 PVI ELEV = 181.24 A.D. _ —14.00 fi 1179 25.00' VC 0+40 Ls 0 +60 A PORTI.ON OF SEC. 14, T. 23 N. R 4E., W.M. CITY OF TUKWILLA, KING COUNTY, WASHINGTON 0 +80 PVI STA = 0+90 PVI ELEV = 174.64 0 A.D. 4 9.00 + K = 2.22 20.41': VC 1 +00 w La w 5 0 CB# 111 1 STA: 1 + RIM= 17 .78 w I IE OUT: 69.78 PROPOSEQ GRADE ` AT CENTERLINE 5 `' 97Pj . LOC /EP f.;(.3 ( Ty �t w 10 Fl Etc/se kietur A-11/4046- VeRLsotv RECtic1/04/ n-06(43 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and c I - ons which' do not authorize violation^ of adepten c andards or ordinances. The responsib;iity for Ms adequacy of the design rests totally nth the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Fr t Jtnnce is subject to field inspection by th Works utilities inspector. Daic tepn eyj r it,04. C" NOTES NOTES: AS PER CITY OF TUKWILA ORDINANCE 1755 SECTION, 1.5, PARAGRAPH' A LINE 1 DRAINAGE REVIEW- IS REQUIRED FOR ANY PROPOSED DEVELOPMENT THAT ADDS MORE THAN 5,000 SQUARE FEET OF NEW IMPERVIOUS SURFACE. PARAGRAPH 8 LINE 7 RESIDENTIAL DEVELOPMENT _(UP TO 4 SINGLE FAMILY LOT DEVELOPMENT), EACH LOT WILL BE CONSIDERED A SEPARATE LAND USE DEVELOPMENT ACTIVITY FOR THE PURPOSES OF DRAINAGE REVIEW AND APPLICATION OF THRESHOLD DESIGN REQUIREMENTS OF THIS ORDINANCE. 5 TOTAL COVERAGE FOR LOT 20 IS 3000 SF. w l TOTAL COVERAGE FOR LOT 19 IS LESS 160 FEET ON ACCESS ROAD AND WILL HAVE THE COVERAGE OF :48 2840 SF. GRAPHIC SCALE . o s o 20 w VICINITY MAP LEGEND N.T.S. EXISTING POWER POLE . FIRE HYDRANT ER WATER METER 0 LIGHT cISL ST. UGHT BOX °CABLE CABLE BOX CATCH BASIN DRAIN MH SANITARY MH MAIL BOX 1 SIGN 0 REBAR & CAP LS 10078 • MONUMENT AS NOTED { DECIDUOUS MAPLE APPLE ALDER SILT FENCE CEMENT CONCRETE CURB CONTOUR LINE PROPOSED ■ CONTOUR UNE GRAVEL CONCRETE PAVEMENT LEGAL DESCRIPTION F.CEIVE� LOT 19 AND 20, BLOCK 2, A. G. BERG ADDITION TO TUKVALLOI Y R eF WZILA AS RECORDED IN VOLUME 17 OF PLATS AT PAGE 14, RECORDS OF KING COUNTY, WASHINGTON. PERMIT CENTER BENCH MARK KING COUNTY BRASS CAP SURFACE MONUMENT AT THE INTERSECTION OF S. 144th STREET AND 55th AVENUE SOUTH ELEVATION 201.40 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 a4 Designed: Drawn: Checked Sheet Na. : Aft A L,1 2 Sheets E.A. E.A. T.H. Scate: 1..10' I Date: 6/27/97 Job No.: 97139 REIERAL CONSTRUCTION 'ieOTE& t. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE WASHINGTON DEPARTMENT OF TRANSPORTATION {WSDOTI STANDARD PLANS AND SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND STANDARDS AND REQUIREMENTS OF THE LOCAL JURISDICTION 2. 3 . 4. 6, 8. A PRE- CONSTRUCTION MEETING WITH THE LOCAL JURISDICTION /PUBLIC WORKS DEPARTMENT, SOUND ENGINEERING, INC. AND THE CONTRACTOR SHALL BE HELD A MINIMUM OF ONE WEEK PRIOR TO COMMENCING CONSTRUCTION. CITY INSPECTOR SHALL BE GIVEN 48 -HOURS NOTICE PRIOR TO THE START.. OF WORK. THE CONTRACTOR SHALL CONTACT THE LOCAL JURISDICTION'S PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL LOCAL UNDERGROUND UTILITY WORK BEFORE THE SYSTEM IS BACKFILLED, UNLESS OTHERWISE AGREED TO IN WRITING BY THE MUNICIPALITY. A $ STREET CONSTRUCTION BOND IN FAVOR OF A LOCAL JURISDICTION SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO WORK WITHIN THE CiTY RIGHT -OF -WAY . THE BOND SHALL REMAIN IN EFFECT FOR ONE YEAR FOLLOWING APPROVAL AND ACCEPTANCE OF WORK BY THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1417.23 TRAFFIC CONTROL, SHALL APPLY IF WORK WITHIN THE TRAVELED RIGHT -OF -WAY WILL INTERRUPT NORMAL TRAFFIC PATTERNS. ALL SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION. THEY MUST BE SATISFACTORILY MAINTAINED UNTIL THE POTENTIAL FOR ON- SITE EROSION HAS PASSED. 7. THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS UPON WHICH THE CONTRACTOR SHALL RECORD THE HORIZONTAL AND VERTICAL LOCATION OF THE AS- CONSTRUCTED IMPROVEMENTS, ACTUAL LOCATION OF EXISTING UTILITIES SHALL ALSO BE RECORDED. THE CONTRACTOR SHALL DELIVER THESE RECORD DRAWINGS TO SOUND ENGINEERING, INC AT THE COMPLETION OF WORK. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OFF WSDOT SECTION 2- 099.313)8, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND SOUND ENGINEERING, INC. ASSUMES HO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WORKER SAFETY AND ANY AND ALL DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM HIS OPERATIONS. NEITHER SOUND ENGINEERING, INC.: NOR NOR THE APPROVING AGENCIES ASSUME ANY RESPONSIBILITY. 10. AN APPROVED COPY OF THIS PLAN MUST BE ON THE SiTE WHENEVER CONSTRUCTION IS IN PROGRESS. 11. THE DEVELOPER OR CONTRACTOR, AS APPLICABLE, SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 12. UNDERGROUND UTILITY INSTALLATION OPEN CUTS THE WSDOT STANDARD SPECIFICATIONS, PARTICULARLY SECTION 7- 17.3131 SHALL GENERALLY APPLY UNLESS OTHERWISE STATED BELOW. OPEN CUTS ON EXISTING TRAVELED ROADWAYS, i.e., UTILITY CUTS: A. IN TRENCHING THROUGH EXISTING PAVEMENT, THE OPEN CUT SHALL BE A NEAT -LINE CUT MADE BY EITHER SAW CUTTING OR JACKHAMMERING A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT AS NEARLY VERTICAL AS POSSIBLE. COMPACTION AND RESTORATION MUST BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH IS BACKFILLED SO AS TO CAUSE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT ONE -FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. USE STAPLES OR AWE RINGS TV ATTACH FABRIC TO WIRE U S1RAN9ALE 48 O.C. - ( TIP) STEEL' FENCE" POSTS ELEVATION IT 2;2"x14 CA MELDED WIRE FABRIC OR EQUAL B. FILTER FABRIC MATERL41, MIRAFT 100X OR . EQU 3/8 - -3/4' WASHED ORAYEL BURY FILTER FABRIC W A CRAVEL -RLLED TRENCH TEMPORARY SILT FENCE NOT -TO -SCALE STRAIN4ALE 1 NaiK. UNDISTURBED !.WOUND SECTION B. iN CUTS 'PARALLEL TO ROAD ALIMENT: ALL TRENCH BACKFILL UNDER.,ROADWAY SHALL BE MECHANICALLY COMPACTED TO 95% `OF #AXIMUM DENSITY EXCEPT FOR TRENCH MORE THAN EIGHT -FEET IN DEPTH. THROUGHOUT-THE LENGTH-QF ANY 'PI E- RUN, MANHOLE TO MANHOLE; IN WHICH MY PART IS MORE TRAVL.EIGHT -FEET DEEP BA`CKFILL AT DEPTHS MORE "?HAN FOUR -FEET SHALL BE COMPACTED TO 90% MAXIMUM DENSITY BY EITHER WATE SETTLING.OR MECHANICAL COMPACTION. `THE TOP FOUR- FEET-QF THE TRENCH LINE SIU4LL:THEN'BE MECHANICALLY COMPACTED TO 95 %. ALL .DENSHTIES SHALL BE' DETERMINED BY TESTING SPECIFIED 'IN SECTION - 03.3114)D OF WSDOT STANDARD SPECIFICATIONS. C. IN CUTS TRANSVERSE TO. ROAD ALIGNMENT: I. WITHOUT EXCEPTION; TINE ENTIRE TRV1 OH..SHALL BE BACKFIG ED WITH GRAgEL LIA3KFitl , Pill "BEDpING. (PEA GRA *EL1"OR'ORD,S1f¢'SDBFACIiR T<2P COURSE .METYW Tag NEQLi1REKOrr OF SECTJG@#S 9- 13.12(31, AND 9= 03,9433 OFF THE SPEOFTCyA4TIt iS RESPECTIVELY. BACKPIJ.- `$HALL BE PLACED "AND COMPACTS MECi ALLY 6 CNE.IOOT LIFTS WO A . LOCAL JLVNSDICTION PECTOR PRE >;NT ATTER' BACKFI(L AND COMPACTION. AN IM ?HAT`. COLD: I X 'PATCH $HALL DE- PLACF},T ATID iITAINTAIs1FD Pl3 A. ACCEPTABLE TO THE LOCAL JANNINGI`0014 pR;494 ENG., INC. ON ASPHALT PAVEMEN &PE HOT MIX,PATCH THE • SAME •THICKNESS AS', HE ORIGINAL ASPHALT 0A A MINIMUM QF TW OINCHES WHI(HEV R`'IS'TiiE I EA.kfi " BB 41, BE • 'PLACED ANO SEAI•Ed WITH A rpAIANG WITHIN" 30'' OALENDAR-DA'YS. 'CEMENT CONCRETE PAVEMENT SHALL BERESTORED. WITH:AN EIGHT -SACIE "MIX, USING EITHER TYPE II 1 METNT; WITt1IN 30 CALENDAR DAYS. 13. ALL PIPE SHALL BE LAI©- ON A PJROPERLY PREPARED FOUNDATION "AODORF TO WELT STAID SPECEiCATJIONS 7- 02.311). .THIS. SHALL ,INCLU E;SSAFY LEVEL kG. QF TTRETRENCji' BOTTOM OR THE TOP QF THE FOUNDATION - MATERIAL 'AND PLACEMENT` AND COMPACTION OF REQUIRED BEDDING MATERIAL :TO UNIFORM GRADE S0 THAT THE BNTM LENGTH OF THE PIPE 'SHALL .BE SUPPORTED ON A UNIFORMLY DENISE UNYIELDING" BABE: IF TIN NATIVE: pimp:Ir L iN THE BOTTOM OF THE TRI NOH GETS THE RE.PUIFREMENTS' FOR GRAV€L BACKFILL FOR PIPE. BEDDING' THE - FIRST LIFT OFINPE'BEEIOINGMAY BE OMITTED PROVIDED THE MATERIAL IN: THE BOTT Yi OF THE TRENCH IS LOOSENED. • REGRADED, AND COMPACTED TO 'FORM A SENSE, UNYIELDING BASE. 14. AFTER,TRE COMPLETION KKF: GCNSTRUCT'ION, 'ALL •SISTURER AREAS SHALL BE SEED AND'Fi LCHEp .OFF OTHERWISE' STABILIZED TO THE .' SATISFACTION OF THE LOCAL JURISDICTION •F•OR THE PREVENTION OP ON -SITE EROSION. 15, PLANS SHOWING ALL PROPOSER UNDERGROUND UTILITIES MUST BE PROVIDED TO LOCAL JURISDiCTIOPL :PLANS FOR WATER AND SANITARY SEWERS MUST BE PROVIDED.PRIOR TO THE PRECONSTRUCTION MEETING. PLANS FOR ALL OTHER UTILITIES MUST BE PROVIDED PRIOR TO THE PRECONSTRUCTION MEETING AND MUST SHOW THE LOCATION OF THE MEASURES WHICH SHALL BE TAKEN TO PREVENT SOIL EROSION AND SEDIMENTATION. 2. IN ANY TRENCH IN WISH DENSITY CANNOT BE ACHIEVED WITH EXISTING THE'TOP FOUR -FEET SHALL BE REPLACED WITH GRAY,EL BASE AS SPECIFIED IN THE WSDOT STANDARD SP.ECIFICATiONS. SECTION 9 -0330, THIS NEW MATERIAL SHALL THEN BE 'MECHANICALLY COMPACTED TO 95 %. crFoow A PORTION OF SEC. 14, T: N., R. 4E., W.M. CITY OF ` K KING COUNTY, WAS HI GTO BOTTOM OF - CUT /SAWED JOINT B 15' INTERVAL R , t EXTRUDED CEMENT CONCRETE NOT TO SCALE 20' EASEMENT EXTRUDED CEMENT CONC. CURB, SEE DETAIL - Rom-OF-Kw i mr PROPER i0' SANITARY SEWER, SLOPE.& ACCESS EASEMENT SLOPE 2:1 MAX TO MATCH EXISTING GRADE EXISTING GROOM - CEMENT CONCRETE CURB, WSDOT SPEC. 8 -04 2 PVC D 40' INTERVALS AT LANDSCAPE LOCATION 5. SECTION' A -A NOTES: 1. A : REVERSE SLOPE DRIVEWAY IS SUBJECT TO APPROVAL BY ENGINEER CONSIDERING' NEED FOR AND. COMPATIBILITY OF THIS ' FEATURE. 2 COMMERCIAL /INDUSTRIAL.DRNEWAYS WADER THAN 35' MAY BE APPROVED CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTTNTY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID - WIDTH. SEE SEC. 3.04. 3. A STORM 'SEWER INLET SHALL BE LOCATED WITHIN 20' BUT NO CLOSER THAN 10' UPGRADE FROM NEAREST EDGE OF CURB TAPER. SEE S€C. 3.01. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS. W Y 2" COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT, CL. 'B', WSDOT 5 -04 2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE, WSDOT 4 -04 6" MIN, COMPACTED DEPTH GRAVEL BASE, WSDOT 4 - 02 SIDEWALK - PCANTBIS STRIP, IF ANY STOW ORRISAIIg WES 1, MATERIALS FOR THE, STORM DRAINAGE SYSTEM AND THEIR INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOTI STANDARD SPECIFICATIONS. TESTING OF TIE STORM DRAINAGE SYSTEM MAY BE REQUIRED BY THE LOCAL JURISDICTION OR SOUND ENGINEERING, INC. 2. PIPE MATERIALS SHALL BE AS SPECIFIED ON THE PLANS OR FROM THE FOLLOWING LIST. THE CONTRACTOR SHALL UTILIZE ONLY ONE PIPE MATERIAL TYPE FOR THE. SAME SIZE PIPE BETWEEN STRUCTURES. PIPE JOINTS MUST BE OF THE SAME MATERIAL AS THE PIPE AND PIPE GASKETS ARE TO BE PROVIDED. 3. 6. 7. 8. A. PVC CONFORMING TO ASTU D 30-34, SDR 35. B. 12 -INCH AND SMALLER, PLAIN CONCRETE STORM SEWER PIPE CONFORMING TO WSDOT 7 -04.2, CLASS III. CATCH BASINS SHALL CONFORM TO THE FOLLOWING WSDOT STANDARD PLANS: A. TYPE 1 - PLAN B -1. C. TYPE /.L, PLAN Di•A D. TYPE 2, 48 INCH AND 54 INCH - PLAN B -ie. UNLESS OTHERWISE SPECIFIED ON PLANS, ALL ROOF DRAINS SHALL BE RIGID 6-INCH PVC OR LARGER COIIFORMN(G TO ASTM D 3034, SDR 35. SUFFICIENT CLEANOUTS SHALL BE INSTALLED SO THE SYSTEM IS EASILY MAINTAINED. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF ALL PIPES AND CLEANOUTS AND SMUT IT TO THE OWNER AND /OR SOUND ENGINEERING, INC. UPON COMPLETION OF THE WORK. ALL BUI ROOF DRAIN DOWNSPOUTS, UNLESS OTHERWISE SPEWED, SHALL BE CONNECTED DIRECTLY TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. CONSTRUCTION OF GROUNDWATER DEWATERING SYSTEM SHALL BE IN ACCORDANCE WITH THE WSDOT STANDARD SPECIFICATION 6- 02.31610. PROTECTION OF ROCK FOR EROSION RO ADWAY DITCHES WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE -FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: FOUR TO EIGHT- INCHES ROCK /40 -70% PASSING; TWO TO FOUR - INCHES ROCK /30- 40% PASSING; AND -TWO INCHES ROCK /10 -20% PASSING. ISSUANCE OF THIS BUILDING PERMIT BY THE LOCAL JURISDICTION DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION. THE LOCAL JURISDICTION DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED. UTILITY FOILS THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EAACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENOI NG WORK AM) AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SEI ASSUMES NO LIABILITY FOR THE LOCATION Of UNDERGROUND UTILITIES. TOPOOR*PHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED. IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SEI CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ECEI cm R of rukwlu PERMIT CENTER 444 0 z Designed: OreWn: Chocked: SOILS: Ogle Job No.: US U Sheet NO.: y2 2 of 2 ShootB 4I E.A. B.A. 1.1 5/21/07 97139.10; j_ OT- T0-$CALE M o W / ""I / < c)C) / W' - /I' Q- . C = r` -/ ryr \` NSZ .,J s' b/ L� O u, . , m a �N :> c -, SANITARY SEWER RIM 179.64 FLOWLINE E., W. & N. 8" - 165.48 i I I I L_ • I • , I I I 1 L_ .l 1 Scale 1" = (0 ■ I- • >.. 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'11 I,I •I.I I'I' 0 ./ Ii1 r a• y LI �' GOIJ.'r_ , I - y I .- _ _ ,I ��'� J . ,, -r % HAIL 51-1EA T1 -W-16 -ry EN, s 8d NAILS Gd 37- hLL Pt- ATtorS, HEAOSrts a �YUVS 1 .411Pbl -1 HagsA oK. r,cR UAL t 62 E,4.PAntEL) - 2x PLA 1 `4 warrE2QIZ�>oF V 4 0 /m11 r UNHSA-H41 G) 15 - -: 1-9L.. S-tUVS _ S C i i i 'I li, ANO 977, 51Z-S U M li r_ Td w/e. n , _. ... lye , LA RES1"12A PP -J L ` IIr/ ` P.' 4IL \ II ■! - 1 -- -,1=. �-N6LC>c,.,ki IC J, - .s . 1` I -I DE•T7,1L_ - 2I 4'I = I I- oil RECEIVED car OF TUKWILA �H1 i M JAN ,' 1991 PERMIT CENTER 40 L_ GENERAL NOTES These plans were designed to conform to the latest edition of the Uniform Building Code. Constant changes In building codes.,-is addition to changes In environmental qualifications and local options for plumbing, heating /cooling and wiring. makes conformity to all building restrictions impossible. Consequently, it is the responsibility of the user to evaluate these plans for conformity to code requirements. any additional design or drawing services required are subject to A.C. Associates, Architects standard service fees. • The contractor shall verify ail dimensions and conditions prior to beginning work, and notify owner of any discrepancies. Written dimensions shall take precedence over scaled dimensions. DO NOT SCALE DRAWINGS. In the event of a conflict between applicable codes and regulations and reference standards of these plans and specifications, the more stringent provisions shall govern. No variation required by a building official shall be binding on the designer. Specifications and drawings indicate finished structure. Builder shall be responsible for construction methods. procedures and conditions except as specifically indicated otherwise in writing. All construction shall be per U.B.C. 19q*'Edltion. In the City of Seattle, use with 1994-S.B.C. and Seattle Energy Code. All materials and construction shall conform to the drawings and specifications. The contractor is responsible for all required bracing during construction. The contractor shall coordinate all required building department inspections. Any modifications or revisions to the work shown on these plans shall be approved In writing by the architect. DESIGN CRITERIA Dead Loads Live Loads Roof with shingles /shakes I5PSF Roof 30PSF (+ drift) Roof with clay /concrete tiles 25PSF Floor 40PSF Floor IOPSF Deck 60 PSF Stairs, corridoras 1000SF Garage 50PSF or PT.LD. FOUNDATIONS Wind speed 90 MPH (exposure C) Seismic zone zone 3 Foundation Bearing Pressure 2000PSF Lateral Design Pressure Unrestrained cantilever walls Restrained walls 50 PCF Footings shall bear on firm, undisturbed soil a minimum. of 18" below the finish grade line and 12" below the line of the original grade for one and .two story structures, and 24" below finish grade for three story structures. Foundation and footings are based on a soil bearing capacity of 2000 PSF. Verify local conditions and notify owner of any variation. Do not excavate greater than a 1X:2 slope below footings. Footings to extend below frost line or 18" below finish grade, whichever is greater. 35 PCF All overexcavated reg.lons shall be repaired with structural fill. compacted co 95X maximum Proctor density at optimum moisture content. Alternately, repairs may be made by filling with lean concrete (f'c =2000 PSI) Remove all organic material or debris and repair the region as per note above. REINFORCING STEEL MINIMUM REINFORCING STEEL PROTECTION Reinforcing Steel shall be bent cold. Unless otherwise specified, all reinforcing steel shall be Grade ME deformed bars in accordance with ASTM A615. or welded wire fabric in accordance with ASTM A185, of the sizes shown on the drawings Reinforcing steel shall be securely tied In place with 8I6 double annealed iron wire. Lap all reinforcing' bars at splices 36 her diameters minimum. Do not weld reinforcing steel. except where specifically called for on the plans. Do not tack said reinforcing steel,fpr. placement. Use Protection slab bars I" Wall Bars interior faces 1" Exposed to weather 1 3 Exposed to Earth 2" Footing Bars 3" Welded wire fabric shall conform to ASTM A185 In as long a length as is practicable. Welded wire fabric shall be lapped at least one grid width plus 2 ". Dq '1 -0 CONCRETE Minimum sacks maximum gallons Use f'c cement per water per sack 2000 5 *D. 5 WOOD FRAMING NAILING SCHEDULE Connection Joist to sill or beam Bridging to Joist 2" T &G Decking to beams Rim Joist to Joist Stud to sole plate Sole plate to Joists or blocking Sole place or top plate to studs Double top plate Double studs Corner studs Top plates C laps /intersections Headers to top plates Ceiling Joists to plated Joist laps over partitions Ceiling Joist to rafters Rafters to top plate .57RVe7V ',14 126 7Es All foundation wall and footing concrete shall develop a minimum compression strength of 2$00 psi at 28 days. All concrete slabs shall develop a minimum compressive strength of 2000psi at 28 days. Concrete forms, shoring and pouring methods shall conform to current A.C.I. standards. Backfill shall not. be placed against basement retaining walls until: concrete or masonry groutihas reached it's 28 day strength,and Structural floor framing (including subfloor) required to stabilize walls is complete and fully nailed and anchored. Apply Standard Dry Wall Products,Inc "Thoroseal Foundation Coating" or equal. on all exterior faces of walls below grade. and "Thoroglaze" or equal damproofing on all exposed surfaces of concrete walls above grade and all slabs not covered by finish floor materials. The selection of materials for, and the mixing and placing of all concrete shall conform to the requirements of the 19 UBC. Materials shall be proportioned to produce a dense, workable mix. which can be placed without segregation or excess free surface water-. Except as approved by the engineer,.water dement ratios and cement conten t.f or•vari cus concrete strengths (f'c)• shall be as shown below. 71 Lean concrete All solid sawn lumber shall be Douglas ri. /Laroh installed as noted on the plans and connected as specified in the nailing schedule below. Lumber shall be graded In accordance with current Western Wood Products Assn. standard grading rules. Lumber grades for uses to be: Posts. beams an, headers 81 o¢T2 Floor, ceiling joists and rafters #2 and better Sills. Plates and blocking #3 Studs.. ({SI.Ai. "Stud"( 2" T &G Sub floor decking #3 Wall and roof sheathing IN X" CD exterior glue plyw'd Subfloor over joists 14 " CD exterior glue plyw'd Underlayment X" underlayment grade particleboard Glu Lam beams AITC Industrial grade with dry use glue (Wet use adhesive for exterior use) Fb= 2400psi V4 Fv• 165ps1 E= 1,800,000psi Solid sawn lumber at visualy exposed locations shall be "clear" grade free of heart. , I , -- /-.N - All exterior wall, and interior bearing wall openings shall have a 4 x 12 #1 df /1 headers unless otherwise noted. Framing hardware numbers shown on the drawings refer to "Simpson Strong Tie" connectors catalog numbers. Equal connectors may be substituted provided they have the same configuration and ICBO approved load ratings. All conductors shall be onstalled with the manufacturers reccomended fasteners, and all holes shall be nailed. All wood in contact with concrete shall be pressure treated. Bolt sill plates to concrete with 5/8" diameter A307 anchor bolts with r y" minimum embedment at 4' 0" maximum spacing except as noted on the drawings. Nailing • (3)8d toenailed (2)8d toenailed ea. end (2)I6d toenail through tounge. (3)16d face nailed (2)16d face nailed ea. end (l)16d N 16" OC face nailed (2)16d face nailed (1)l6d ®I6" OC face nailed (1)16d D 16" OC face nailed (1)16d a 16" OC face nailed (2)16d face nailed (I)16d N 16" OC face. nailed (3)9d toenailed (3)16d fade'naIled (3)I6d face nailed (3)8d toenailed with "Simpson" H-25 Connectors - verify. (1)8d common B 6" OC a edges 8.10" OC in field. (1)8d common S 6" OC 8 edges & 12" OC in field. 7/16. Plywood subfloor to Joists Plywood wall and roof sheathing All staples a minimum crown width of All shall be installed with a minimum penetration into framing members of I" and a maximum penetration of 1x5/9" NOTES ' All frame walls shall have stud framing placed at 16" OC except where otherwise noted. Top plates shall be doubled on all walls except where noted. Cripples under all headers shall be continuous to sole plate. Double Joists under all walls parallel to Joists except where otherwise noted. Block all stud walls as required for sheathing. Solid blocking between all Joists and rafters at supporting walls and beams except rim Joists. Double rim joists at all walls parallel to to Joists. Beams, Girders and Joists supporting bearing walls or concentrated loads shall not be notched. All rafters shall be notched to provide full bearing at supports. All Joists shall have a minimum bearing of 2" at supports. 'Lap all' Joists 6" minimum at all interior bearing supports. Mud sills and ledger boards at concrete walls shall have anchor bolts of the size and spacing shown'on the drawings. Each board shall be secured with at least 2 bolts, and each board shall have a bolt within 12" of each end. Cover surfaces behind siding, shingles and where indicated on drawings with Dupont Tyvek building wrap or equal. 'Provide double framing at all roof and floor diaphram penetrations unless otherwise noted on drawings.. Bridging or 2x solid blocking required where any Joist spans more than 10'. Firestopping required per section 2516(F).Also Draftstopping sand Fireblockirg. All wall a All Glu Lam's shall be 24FV4 exterior glue. Provide shop drawings to engineer and buildi g dept. for approval prior to fabrication. Provide 2 layers of asphalt building paper between sill plate and concrete. Provide 2 joists under cripples for window headers at all cantilevers. House Garage Occupancy Separation ,5/9 "type X'G.W.B. on all walls(and ceilings if 2nd floor over) in garage.'.. . . Garage to dwelling door to be self closing, tight fitting, solid. core weatherstrlpped and 1 -3/4" min. thickness. Ducts piercing fire separation wall to be min. 26Ga. galvanized steel. Prefab Roof Trusses 'Roof trusses shall be noted on the plan and manufactured by the Trus Span Corp. or equal manufacturer. Trusses shall be installed per. manufacturers reccomendation, complete witf all blocking, web stiffeners and bridging. Submit shop drawings prior to fabrication.Manuf acturer shall verify all lengths and web openings. All truss drawings shall beer the stamp of a Washington Registered Professional Engineer. • Roof trusses shall be designed In accordance with snow and drift loading prescribed by "Snow Load Analysis For Washington" published by the Structural Engineers Assn. of Washington. (SEAW) INSULATION Roof Vaulted areas Flat ceilings Exterior walls 2x6 Studs Floor over unheated Spaces Basement walls Slab floors on grade Ducts in unheated spaces Cantilevered floors aid Floors over Garages Furnace duct in unheated space Notes .R-30 R -38 R=1-I R -19 R -l9 - R — r rte. )o R -l0 Rigid insulation at exposed perimeter. R -5 R -35 Insulation to be installed with vapor barrier on interior face. ' Caulking or gasketing is to be applied at all exterior sills and plates and all exterior envelop penetrations.(between window or :door frames and rough openings) All glazing and all 'skylights to be double glazed. U -value 0.60 max with thermal break or DCLU approved. Exterior doors to be weatherstripped at head and jambs. Minimum I" airspace above insulation In roof. I MISCELLANEOUS All tub & shower enc1euures to be wired, tampered or safety glass. i All glass within IS" of floor or within 12" of any door to be tempered. Each bedroom shall have at least one window with a maximum sill height above floor of 44 ", and a not clear opening of 20" min. width and 24" min. height and a net clear opening of 5.7 square feet. All skylights must be plastic or safety glazing and mounted on a 5))" curb above roof. Maximum spacing in roof of 25 ". Skylights 7/32" glass. Combustible air (furnace) Per UMC section 601. 602, 603 and 607. Metal fireplaces installed per UBC section 3707 and UMC section 912. Provide glass doors. install per manufacturers spec's. Smoke detectors shall be hard wired to house power and basement smoke detectors to be audible in upstairs bedrooms. Tub and tub /shower enclosures to have X" water resistant gypsum board, and a hard, moisture resistant surface up to 6'0" above floor(min.) . All exhaust fans, range hoods and dryers shell vent to the outside through sheet metal ducts. Sheet metal ductwork per UMC 1005 and table 100. Vent connectors allowed only In the same room with appliance per UMC section 915. All windows, patio doors and doors with glass shall be double glazed, insulating units with wood or thermally broken aluminum frames and sashes. '>r vasq'c U V.I.utiy All metal connectors labeled "Simpson" shall be manufactured by the Simpson Strong Tie Co. or equal. Exterior doors to be foam core insulated doors, unless otherwise indicated. Provide 1 hour fire wall between Garage and living areas and under all stairs where storage space is available. All doors between garage and living areas shall be 1 hour firs rated assemblies with l-X" solid core wood doors or code approved ' equivllants and self closing mechanisms. Every exit door shall be operable from the inside without the use of a key or any special knowledge or effort. Every entry door shall have a visitor observation port. Every entry door including garage shall have a lockset'with deadbolt or deadlatch with at least a X" min. throw. Deadbolts or approved locking devices required on all patio doors(slicing) and openable window. so that lockcaae mounting screws are lnacceslble from the outside. Provide 815 felt under all exterior siding. All interior wallboard (GWB) to be X" unless otherwise holed. All interior doors to be 1-3/8" flush face. Asphalt shingles to have 815 underlayment- 3 tab min. pitch 4 i 12. Wood shakes and shingles per UBC section 3203(G) & (H). Attic ventilation per UBC 3205(C). The net free ventilating area shall not be less than 1/150 of the area of the space ventilated,: except that the area may be 1/300 provided at least 50% of the ' required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3',0" above eave or cornice vents with the balance of required ventilation provided by eave or cornice yenta. Foundation ventilation under floor areas shall be ventilated per UBC 2516(c)6. Opening in exterior foundation walls shall have a net area of not less than 1 square foot for each 150 square feet of under floor area. All footings and gutter drains must be tightened separately and . lead directly to approved dlscharge.(seepage pit) Stairs shall have not less than 6'®" headroom. Handrails not less than 34" and not more than 3a" above tread nosing. Walls retaining drained earth may be designed for'pressure .equivalent to that exerted by a fluid weighing not less than 50 lbs/ cu.ft. Shower flow control limited to not more than 3 GPM. Hot water shall meet ASHRAE 90 -75 ' requirements: IREGI• EKED AR I ITECT 1.1<G. ATWOOD II WASHINGTON cvV OF &ILA ` JAN 2 ( 199i PERMIT CENTER AC PARTNERS ARCHITECTS q' 121) WESTLAKE AVE. N. suite I9`1 5 ant no; - rictineil� S E:'.TTLE, WA. 98109 285-9332 r.