Loading...
HomeMy WebLinkAboutPermit B92-0226 - BERREY RESIDENCE - NEW SINGLE FAMILY RESIDENCE13' rt. " ,, bEo•gKE\1 lC1ARt C. t)2s:s\L City of Thkwlli Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: Type: Category: Address: Location: Parcel #: Zoning: Type Const: Gas /Elec: Wetlands: Water: Contractor License No.: NORTHD *09306 TENANT OWNER CONTRACTOR Units: 001.`.' Front: L e.f;,t The granting. of `t or cancel the•, pr construct 1 on'. o obtain this b .Signature: Print Name:_ B92 -0226 B -BUILD NSFR 12820 35 AV S LOT 25 735960 -0140 R1.72 V -N GAS N UNKNOWN BUILDING PERMIT BERREY RICHARD E 3513 S 128TH ST, TUKWILA WA BERREY RICHARD E 3513 S 128TH ST TUKWILA WA NW DEVELOPMENT P.O. BOX 48317, : SEATTLE, WA Slopes: N Sewer: UNKNOWN 9.81;68 ` 98168 98148 CONSTRUCT NEW SINGLE - FAMILY RESIDENCE. Status: ISSUED Issued: 07/30/1992 Expires: 01/26/1993 Type of Occupancy: DWELLING ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: . 0 . 0 Phone: Phone: Phone: SETBACKS Back: Right: (206) 4313670 206 243 -8482 206 243 -8482 206 763 -7351 Buildings: ,001 Fire Protection: ; SPRINKLERED UBC Edition: 1988 Valuation: 112,598.26 Total Permit Fee: 1,154-`:75 *******4(************************************* * * * * * * * * * * * ** * * * * * * * * ** * * * * ** I hereby' `certi;fy. that I have' 'read and �,,exami.ned this permit and knohe same to b.e true and`, correct. All provts,i.ons of law s and ordinances governin r, his work will be complied with, whethe specified herein or not rmit does not ,`presume to:, giv.'e authority to,:violate of any other state or 'lo.cal. laws regulating rformance of work. 1 am authorized to sign for and permit. This permit shall become null an.d,_void if the woris not commenced within 180 days from the date of issuance,- or: the work is suspended or abandoned for a period of 180 days" "from °th"e last inspection. PERMIT NO. CONTACTED R C DATE READY DATE NOTIFIED . - _ �� Cx BY: ) h p � PERMIT EXPIRES ' 2nd NOTIFICATION BY: init.) AMOUNT OWING J 3RD NOTIFICATION BY: (init.) BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER 6cia -cw_ PROJECT NAME SITE ADDRESS INSTRUCTIONS TO STAFF ® Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. ® Plan corrections shall be completed and approved prior to sending on to the next department. ® Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) F'.L;C.o `. SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. TOTAL < » > FEET LOAD FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. E PARTM EN PLANNING PUBLIC WORKS ROUTED .j0 INIT: - r mat • 0 OTHER BUILDING - final review ZONING: TYPE OF CONSTRUCTION: V I! BAR/LAN E- FIRE PROTECTION: 0,_ • Detectors • N/A FIRE DEPT. LETTER DATED: O&M INSPECTOR: l ©® REFERENCE FILE NOS.: « 22 Vdil e V 2 aU g UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: USE CONDITIONS to UBC EDITION (year): I tES e41/2110. No REVIEW COMPLETED f5-evrt R �.hocd - T�-f�t8:' I a % &() - SCI PTV Z U1REME M CONSULTANT: Date Sent - Date Approved - TOTAL OCC. LOAD 68/17/80 • SITE ADDRESS , i r-- SUITE # ZO CIS t81 ( c` /1►li'kk r� (2kXX 3S'` , VALUE OF CONSTRUCTION - $ 5 e I( •&(,0 ASSESSOR ACCOUNT # o' 960 0/1e, (commercial) L.) Demolition (building) 0 Other V P ECT NAME/TENANT ) 1 a a 0 ( (c avel EL Nt TYPE OF ( New Building Additti Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO 133E DONE: I .. - • • l•_ ,. .5 1 . BUI USE (office, ware ouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? 0 No g.,Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: nenantt Sp 1 , /6 2Z. Area of Construction: QtAc WILL THERE BE STORAGE OR USE OF FLAMMAB , COPJIBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? g-No 0 '(s IF YES, EXPLAIN: PROPERTY OWNER it erm , rek PPHONE t 4 '� Yom "' a ADDRESS 35 2 /gp 5 PHONE 763 ZIP - 7 �i S CONTRACTOR 461 6� ' of ,. ADDRESS ?Q 'Rs x 4 • /7 .�.. ` , i 1 EXP. DATE c ZIPc, • ,9 1 / z / ` , 2 _ 9 WA. ST. CONTRACTOR'S LICENSE # NO r` b n 936A ARCHITECT C�j,t� 'eS� 1 PHONE $� P �- J ADDRESS /l��i'© eat a< .„ - / � ! 9143 / CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK (NUMBER I HEREBY:: CERTIFY. : THAT :111AV E `CRUEAND :CORRECT: AN SIGN BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON PRI T ADI'ESS DATE APPLICATION ACCEPTED 0 (0 BUILDIha PERMIT APPLICATION • .•DESCRIPTION * ° BUILDING PERMIT: PLAN BUILDING SURCHARGE OTHER: AMOUNT. RCPT : ># DATE AD AND EXAMINED;..THIS APPLICATION AND KMOW :,S• AUTHORIZED T.O APPLY FOR; THIS.; PERMIT: fT f 3 (' S c° t% he/r DATE PHONE 763 ' CITY/ZIP 92 / gg PHONE 763 7 y...1 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. • DATE APPLICATION EXPIRES COMMERCIAL • •.••••-•.'.••:::.•..'. • -••.: - ' .:• -- NEW COMMERCIALBUILDINGS/ADDITIONS, •:„...•••••• • • • ;;" • • • ,:. Li•Completed building permit .appliCatiOn (one for each structure) „... • • •. • Assessor Accnt ou , . : • : • •••.' RACK STORAGE ;:. •••••:: ':•:: • COMPleted iiUilding,perailttibpiicatiOn • • " Assessor•AcCount NUnibee 1wi) (2) sot § of . . . „.• • .;;;': • • Building floor pier! showing • - . . . „. * Space racks • . • : Dirnensions. of • • L. .. . . • . . Tenant sij'ac:e liopt. plan showing exits NOTE:::include:•diniensiOns of and exit wayeon • ri..StiUctural calCuiationa::Staniped,bii WaShingtonStatellCeaded,„:• .. • •:•engineer:(rack storage 8 and ovor) I RESIDENTIAL NEW SINGLE FAMILY DWELLINGS/ADDITIONS ••••••::: . Corripletod pormit.application (cne:for • • .•• : :.••• ri Legal . . Two sets (2) of working drawings which includ� • • • . .SO. 0146::• :6 building ;;;Showing • • • • Floor plan • wkith and length or Root plan Buflding elevation (aH views) j Washington State Energy Code data CompIethdutilty •.• • • • ................. . . • . ; I PerttiltapPlication.: ................................................... [ Six (6) sets of siteplans showing utilities • .• • ••• . ••••:- ..• NOTE: Building tire plan . and utility site plan may becombined.',Sae:': utility permit application and checklist for specific,subm(tral.reqiilicnente:' Additional topographical and soils information may be required if unique SUBMITTAL CHECKLIST Two sots (2) of the folloWing:' Specifications : • • ; • . . • . ; •• • : ••••• StitictUral•CalcUlatiorii.staniped by a Washington State licensed engineer; ••.• .; :.• Soils report stamped by a Washington State liciansedengineer 11 : • ." ••• • • • : : . Topographical :surVey•,:: : . ; Energy•calcUlations stamped by a Washington icens : engineer or :architect ,,.::. ::: .. :..... .: , •„ ; : • . .• . .:: - •::.. •:: : : :: :. :. : : : • ::::: :: ';:::: :. :. : ; : :. •::. :, . :,:. :, ., ....., Legal description ...• . : . . .. : , ' . • , • : • : „ ., . :: .. : , Working drawings ,.stamped by a Washington State licensed.' ::: • : architect, which inClude: :•• ::: :::::•:: ...• . : • : • .: . ', , Site plan : -,:•:: ,.. .. . : • ...:: ; Architectural drawing s • Structural drawings ..; • . Mechanical drawings ' . Elevations:: Civil drawings ) Landscape plan:: ris.S (6) sots of .Civil drawings Completed UtilitY;P for project . . . :::•::•.: :. •:: T .. : : -„:: ::••,,::.:: .„:„...:.•:, : • : : . NOTE See utility permit application and checklist for specific utility submittal requirements, . .....,:: ::..U ,.::::::: ::::•.:;. • ::' -I .:'::::....;:.' ..:..:::.:; s:: ..... ; :• • •••• ••••••:. ••••,.....„..... • .. . . . :•• ' • • . • Completed •bUilding b P tenant) 1 Assessor Account Numbor Two (2) sots 01 constniction plans which include El Site pIan [] Overall buijdlng plan • • • adjacent (common wail) tonam •• • dimensions of building or squ Tenant spaco pien with uso of each room Iabeiled • ••• Exit - *Ors, - egress patterns • •: walls ,.:existing Wall; 'endwalls. to be demoiished Construction details • •:•: .• • Crois'seCtiOrig;shoWing•Wall construction and method of attactimentlor •flocif sind.:Cel ling StrUCturef:CalCOlations:Stainped:by*WaShingtori. • •:„. engineer Mayberequired.if:struCtural:Worit'ia.ta be done (2 sets) NOTE 1! any utii;ty work Is 10 bo done submit soparate uls!ityporm:t :aPpilicatiari•andPlan• •••• • •Completed builcfing for each structure) Assessor ACcountNumber • : ;:. : •• • • . . • : : Narrative describing existing root . material being:rOrnoVed; and.- : material 'being installed..... • , •.• : NOTE A 'certification letter Is required prior to .final Inspection and sign *off of the permit.: • ; • I Coiripleted building permit application A Acoount . Two rasietet:21:jaseannt(ts 01 0b... which include gf t e . -iiatti)ad by a Washington State hcensed engineer may be rouirad Foundation plan Ftoor plan Fioot plan - •;:■.;;BtillOing'1010Vaticina(ail : Viewt • . : „•,. Buiicfing cross 600bon :::•.• ..• REROOFS • RESIDENTIAL REMODELS ••":•:"••••••••••••::::::: ••••-••• . • . • . . . . . . PPrni Assossor Account Number To (2) sets of working drawings which tnciu • ..• . , Assossor Account Number Wartative de scribing .; eXiStinirpot; ateriai being • :;:NOTE:.A . tergficarion : (0- qui/yd or/�r tolfina/ off of the permit.: .,. Comatog5 po T' 'e T'' yru -+ i 1 vtle -1° 4 Se.As , ce r / XI '1•3:- o ' i . 1 r'A 'f 1 1 PERMIT CENTER 1\ 1 / .2" : [Gi4•3 trei' (:',,,: Cu Wei rt,.r uNPell. i ua % : • Gc),US (tiGT x/ 55 LI /t, fTc.Gi a-C c,-64 7 f- Pea p €J / ,cc /u.Ow4 ao' o ., < r a ccyvc xxrs 7ctie. 4144t ,6 koT 'as _.13 I R p(p i i )aWIJgr4u? - 5 reel' 1 Li We t . • /'1m 5)4145 ►3c.; / .1 I 6 r r for as 131g R 66 (i MAW SIVa‘r S4 re -IC/ s. , 1 h Il ECi lVH) Is CITY ( :: i'UKWILA • PERMIT CENTER • 4 sc.J,c \ j /2 "' co^' ere+ o "X" Permits Date Routed to PWD Date Plans Approved Permit Number Approved Plan /Letter Date Issued N-ei ( R Channelization / Striping / Signing Suite No. Curb Cut / Access / Sidewalk Fire Loop / Hydrant Flood Zone Control Hauling Land Altering Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) Size No. 0 Deduct 0 Water only Water Meter (permanent) Size No. Water Meter (temporary) Size No. Other: Other: Date Plans Received Type of Review Date Routed to PWD Date Plans Approved Date Resub. Requested Comments kD-Q- qQ N-ei ( R 10 -aa 9R Suite No. Plan Check No. T cta o f s i 1 Project Name GM ,1 l _a • • Site Address Suite No. ROUTING PERMITS REQUIRED City of TukLa Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433 -0179 UTILITY PROJECT TRACKING CHECKLIST CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT I HEREBY CERTIFY:. . ; , . Applicant/Authorize Wir A•:i i.i. .a+ Print Name: e, / / �,, /f/ ,.) Contact Person • in i.0 ;)• ... � %� _ 7 �' Address:, S',h41 Phone: a. Date: -22....,,/ Phone: 76 -- Date Application Accepted: _-a nn Date Application Expires: Q 0 Site Address: PR NEC: ; >> ` Name of Project: Pro•ert Owner: Street Address: Engineer: Street Address: Contractor: Street Address: A Box L g 3/7 King Cty Assessor Acct # :7. " (1( ::: ...: ......:...:......: ::. PERMITS;;: R EQUESTI :WATER M ET E DEPOSI T1.:< <> REFU N D/BILLI MONTHL ><I» SERVICE BILLINGS :'T MI.SCELL INFORMATI! Name: Street Address: Name: Street Address: ❑ Water ❑ Sewer ;<DESCRIPTION ;OF:`PROJEC` ❑ Multi•le -Famii Dwellin No. of Units: ❑ CommerciaVlndustrial King County Assessor's va City of Mid. da Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 UTILITY PERMIT APPLICATION e ❑ Metro ❑ Hotel ❑ Motel ❑ Office ❑ Retail New Building Square d Foot e c .c (I) Contractor's License #: ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling 53-- Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer - No.: ❑ Standby D Single - Family Residential ❑ Du•Iex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition xisting structures: $ Applicat # P Phone No.: u „ 04City /State/Zip: , Phone No.: ❑ A•artments ❑ Condominiums ❑ Church ❑ Hospital City /State/Zip: Phone No.: 763 - City /State /Zip: / 6 Exp. Date: 'C„ �• ❑ Sewer Main Extension ❑ Private • Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt:- No.: — Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes ❑ Water Meter/ Temporary:- No.: Estimated quantity• Schedule: ❑ Other: Phone No.: City /State /Zip: Phone No.: City /State/Zip: Phone: (206) 433 - 0179 ❑ Other: ❑ School /College /University ❑ Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 65 Oercf °° 04/22/92 r SUBMITTAL CHE All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection • Identify public right-of-way and any easements • Use standard 24" x 36" sheets for all site plans CURB CUT /ACCESS /SIDEWALK / CHANNELIZATION/STRIPING/SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope and runoff direction O Size of curb cuts / locations O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts O 20' of paving on all gravel driveways connecting to paved roads FIRE LOOP /HYDRANT O Type of pipe / hydrant O Size of pipe /location O Location and type of all valves O Type of bedding and backfill material / percent compaction O Distance from structures, storm and sewer facilities O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, CUT AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan with temporary and permanent measures HAULING O Quantities of materials to be hauled to and/or from site O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter and meter box O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill material / percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map O Dimensions (L X W X H) of overall load SANITARY SiG.. SEWER O Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to existing system O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to existing system O Location of cleanouts and manholes O Type of bedding and backfill material /percent compaction STORM DRAINAGE (include existing topography and proposed grading and surfacing) O Type of pipe — concrete, ADS, etc. O Size of pipe / location O Percent of slope on pipe / length of run O Location of all structures O Square footage of area to be drained, including roof area O Type of bedding and backfill material / percent compaction O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic controVdetour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe — copper, PVC, etc. O Size of pipe / location O Hydrant types and locations O Valve types and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter, service and meter box O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile Q Size and depth of pipe Q Size of meter and meter box O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap Q Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location Q Size of meter O Estimate of quantity and schedule rr A e e u IC Or le r t s lepartment as comp ete t en' review an e • ans are approve •, t e app 'cant nob by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. " X " Permits Date Routed to PWD Date Plans Approved Permit Number Approved Plan /Letter Date Issued t.� Channelization / Striping / Signing Suite No. Curb Cut / Access / Sidewalk "e49o2 ... /' °T °T � gig `fat•. -- 1 3o C J Fire Loop / Hydrant Flood Zone Control Hauling Land Altering r[v qa .^ o/ 9S a 9 -- — 7" 5cyci a Landscape irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage • A) 94» O f q (a y ao. v a -- I - Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) Size No. ❑ Deduct ❑ Water o l Water Meter (permanent) Size No. Water Meter (temporary) Size No. Other: Other: Date Plans Received Type of Review Date Routed to PWD Date Plans Approved Date Resub. Requested Comments / t.� / Suite No. Plan Check No. Project Name / Site Address / t.� / Suite No. ROUTING PERMITS REQUIRED City of Tuk Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433 -0179 UTILITY PROJECT TRACKING CHECKLIST CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT ' -- ,7�:1v.v\�n��it �.4 \NY ri T\.. �. u�+\ Hnn�ii��+ r,.•• �r. v�• �w: �ti�� \� \��v \..v��\vriiik'��r�m�n� �'•nw.+'�1iY+vv� ; �v,•N ' . ` Jw\ 1'.\ii ' , 1•1111 111 v\ lR•«*\\11\ 1\.\\\\\\Y Y+,•\\\\\,\\\\ \ \ \ \4\r.1 \,,, \1� \rr,, \ j• J•.Wh ` M[. _•. • \�n\+n ��i .. _ ��k:Y!9•t•._ DEPARTMENT OF LABOR AND INDUSTRIES .mIS CERTIFIEB,.THA .THE ?ER.SON NAMED,HERI^ON 1S REGISTERED AS PROVIDED BY LAW AS A t : if •• '1: .. ti•';.n .�:. • ; 11� •,•y, +,rF [.: 15T..�� :; .: �•! r:{ �:: nl. e, !i.i yr.•,..'.I,jS J�l..f.. '•• ^�1 , •, + .,M t., .,�.,: • !f t.y, `C'DNST'4 DNT:7,rOENERAI.t:" NtlRT1 -Lt4t 3T '241 ;1•o2ND 400 . • SEATTLE ' 44A • 98146 .. .7• � . 1. 1 STATE OF WASHINGTON ,;!,NOFt t1WEEIT ELpi'I+�ENT' / r,.t; 1412 .E • w :102ND 4 0 0 SEATTLE WA 98146 SIGNATURE Is8u8G by DEPARTMENT OF LABOR AND INDUSTRIES • E42$462.000 0.81)) y ,' ; 4.44 g TpN am ' ,. ••••:. S EXPIkl1 F; . : �,� r, ;, • EC'T E`�; 60126%01' ' -- ,7�:1v.v\�n��it �.4 \NY ri T\.. �. u�+\ Hnn�ii��+ r,.•• �r. v�• �w: �ti�� \� \��v \..v��\vriiik'��r�m�n� �'•nw.+'�1iY+vv� ; �v,•N ' . ` Jw\ 1'.\ii ' , 1•1111 111 v\ lR•«*\\11\ 1\.\\\\\\Y Y+,•\\\\\,\\\\ \ \ \ \4\r.1 \,,, \1� \rr,, \ j• J•.Wh ` M[. _•. • \�n\+n ��i .. _ ��k:Y!9•t•._ DEPARTMENT OF LABOR AND INDUSTRIES .mIS CERTIFIEB,.THA .THE ?ER.SON NAMED,HERI^ON 1S REGISTERED AS PROVIDED BY LAW AS A t : if •• '1: .. ti•';.n .�:. • ; 11� •,•y, +,rF [.: 15T..�� :; .: �•! r:{ �:: nl. e, !i.i yr.•,..'.I,jS J�l..f.. '•• ^�1 , •, + .,M t., .,�.,: • !f t.y, `C'DNST'4 DNT:7,rOENERAI.t:" NtlRT1 -Lt4t 3T '241 ;1•o2ND 400 . • SEATTLE ' 44A • 98146 .. .7• � . 1. 1 STATE OF WASHINGTON ,;!,NOFt t1WEEIT ELpi'I+�ENT' / r,.t; 1412 .E • w :102ND 4 0 0 SEATTLE WA 98146 SIGNATURE Is8u8G by DEPARTMENT OF LABOR AND INDUSTRIES • E42$462.000 0.81)) ro : N Et0704 c Type of Ins f l J � Address: Date Called: Special Instructions: Date Wanted: p.m. /- (ci ff.) (1). Requester: ,p_,, �``ee���� Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I( Approved per applicable codes. COMMENTS: [Rec&,tNo.: ( Y INSPECTION RECORD � w Retain a copy with permit j- a - Z z 24 Dale: ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: / > Gx.g.w+- Se,} cE- — se, n, G.- / nd c_, 'tbn.) C S o 1r, L f cif, M P/LE S,z ' f /sL- 0cki,,v-, /S enIzs. f 0 P.N^ T24 fi r.) J arSTS (s R‘''Al2.7 f) / VCPUfL i3A- 46LIO 1 S Oa" / CO % wo .0 •a its t fie - > 7 ■O t / 3 ■' NOD WAT Y - Nt" .4C'Ge uSL - , .. 2 71co�= ' ok v- S \ PJ E PfLO v% 0 E 19 . 1 04- INTZ F k A It t s l prGG' 0 N c - 1 IJ C Mt. ACI -- ct..erA v..i D t ,taC O v.r Qr G L. 5 '--- 5 ) h.^- - P NPrt- . Requester: ` -- . Doter -- Phone No.: 7 3 : 7 L __ ro 6.e � I � e f k � ype. nspe, c n • ,, Ad e� O � Ave S Date Called: Spedal Instructions: - — Date Wanted: ) — - Q.m. Requester: ` -- . Doter -- Phone No.: 7 3 : 7 L __ 0 INSPECTION RECORD Retain a copy with permit ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Inspector; v ,Ll Corrections required•prior to approval. Date: / (206) 431 -3670 ) ' $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: -17c: M 0 1D.6V dOPMINT Ype o ns Address: ?-0 - lJ� S Date Called: Special Instructions: late anted: am. pm. Requester: p ....0 D 6 R. Phone No.: 7103 7 - ?,,S Sa a- INSPECTION RECORD Q c Retain a copy with permit - PERM I NO. (206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 E ' Approved per applicable codes. p ❑ Corrections required prior to approval. COMMENTS: aeLiveLi p/c was ,eirm nspector ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "Daale: . ID e : I. .. / 4 A' , . • 1 ype sped fl: ... L ...IA • r t , • 4I:) 6 . te ' 0 — g - q Special Instruct ons: Date Wanted: • — .4 — a am ca, Requester: / .4...4 Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 L Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit 6.A Me 7 etz 7 0- 9?- 00Z.6 (206) 431-3670 0 Corrections required prior to approval. PERMIT NO. o $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: 173737;a niv /" ,ss / A.'e () 36 AVE- s G e (l c � �GU.( t o I D - 027 g- I nstruct(ons: Special • Date Want /0 ' oZ q a. am. p.m. Requester: • f7 Phone No.: - 714 1 35 I CITY OF TUKWILA BUILDING DIVISION 6300 Southceriter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. O INSPECTION RECORD Retain a copy with permit PETIT (206) 431 -3670 i_t'.Corrections required prior to approval. COMMENTS: tv'itt!N\ t.1 cam, c C.o rn1P t $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: ICloi ETA `1' Y / LA—m Addre : Z5s'Z �'�'` AVE S . Date C e ; /cr7_ 1 Sp ecial Instrucilons: Date Wanted: cAuLY 1 0/Z,4 q Z am. p.m. Requester: beta Fo r ..aC4..2 Phone No.: Ma- �S I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ckb Approved per applicable codes. COMMENTS: OG.ki ti 0., Inspector: I Recap! No.: INSPECTION RECORD Retain a copy with permit Uate: PER IT OZZ (206) 431 -3 70 ❑ Corrections required prior to approval. /0 26 9' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'ro / ypeo n ✓: «wn: •• ire`• V sae .I:•' • : • • I st ' ons: Date Want: • : , D iu P .m. Requester: ,�- Phone No.: ,-. It CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: O INSPECTION RECORD Retain a copy with permit (206) 431 -3670 0 Approved per applicable codes. ( Corrections required prior to approval. 1 t ~ , Nc t '1 ,4 - PBRhV O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: vs 1/ P 2 _. Type of inspection: Add ress: i . - (:), -2) 014 D•te Ca ea t Special Instructions: Date Wanted: 1 b "1( — 1 Z. Requester: Phone No.: . 0 Approved per applicable codes. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: ' 4 - 6 6'cri- .-1-6LsM SPA-ces'-' 4 "JO FrA-- F1.4577 it-- F1 — Inspector: Date: 0 z • I Date: PERMIT Nc (206) 431-3670 e Corrections required prior to approval. 0 $30.00 REINSPECTION. FEE REQUIRED. Prior to relnspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ''P —gct //l/hd 1 iypetInns ct : &le Ade : J A Date Special Instructions: . Date Wanted: /5- l' ofel p.m. Requester: / ^ -.7 5 1 Phone No.: - 69 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tyc Approved per applicable codes. INSPECTION RECORD r) Retain a copy with permit O Corrections required prior to approval. COMMENTS: a U e(6, O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Project: ` R V r 1 n- �V 3 t ` \ yp e ` ; ion: .(Ai` = teCall =; O' �] _ _,r "I Address: 1Qs �5 Spedal Instructions: Date Wanted: ! 1 O ~ i a._ cf Q am. p.m. Requester: Re) .e y Phone No,: gyp ,--7351 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 K Approved per applicable codes. (O INSPECTION RECORD `--f Retain a copy with permit CAID ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO (206) 431 -3670 COMMENTS: ‘OF elt-,"`A < < Z !a-(' p;t k4F to Wit_ t,eJ A-LL, NA- tt -r,J( Al' v t ..c o t.l N •V.1. A ki ]�J k SA • n Date I r nirc�pt No.: Date: 'reject: N f, 1 t ! 1 ";,= o nspedwn: , / Tdd ress: c Date Called: Special Instructions: S , Date Wanted: i 9 am. e Requester r Phone No.: 7 27 735 1 INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER IT (206) 431 -3670 ❑ Approved per applicable codes. COMMENTS: 6 r-7 - ? , % / •44-1 KM"- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. (��TJo.: Corrections required prior to approval. Date: COMMENTS: 0 0 T / Al •, C 4 • !J 15 ' t7t 41'/2-v -4 Ahid 'L. PG7- L--inI Lac•'tllAN5 W r-! r c,(4 i - V/ Altit. • pi7e)9 • E. . , r /LAc.,44. 1 ,3 0 kJ cc) /2.41 -tzt.4 . .0 Awl 1 Nb. rd to N )'A9 ,J.) 3 t,trPPfg -7 . liff► i " ' , ( 11 / ;,`" d l . 8✓4 G A -tit_. AS -fie' . , c'qc` 0'I AG & HAS o 1LE 'mss m( ,R . /1 JP c..o c-0g2. • t✓ F` ,3 TO GA -,JT L Q14 7Z T14 ,== rFLestl 4L / 57 .► u i " Fri 2... j tdZ W 1 ■✓.10 o cJ FLc rt— ro ect: • : • nspect on _ d 5 'd•resst, ,..e o 5 A • .taC.led: 7� C^i • / O ..- ej2 Special Instructions: Date Wanted: Requester: 9 (i �,` Phone No.:1 W 3 .,. 755 1 Q INSPECTION RECORD Retain a copy with permit NSPE • N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A Approved per applicable codes. PERMIT 0. (206) 431 -3670 D Corrections required prior to approval. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' 7:47:- . 17 C 7 X-ra:&STiTarM t.77 ar4 r ro:anir,skAw7.31z ir'mt7.77177r-i4A A11 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name (2 e Address /%2 8,..p.r) S 4, r Retain current inspection schedule Needs shift inspection ?(' Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: A) Hood & Duct: Ai Halon: A/ Monitor: A) Pre-Fire: Permits: Fe) -4 vo Authorized SUanature Gary L. VanDusen, Mayor Z Control No. Permit No. Suite # ? 7 - Date FINALAPP.FRM T.F.D. Form F.P. 85 FINALAPP.FRM City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Aut =d Sig ature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 1 '671, Address _ 1 2 o T� if UA S Retain current inspection schedule X Approved without correction notice Approved with correction notice issued • +f,7'err Gary L. VanDusen, Mayor Control No y' !2 C- Permit No. Suite # • Da / e T.F.D. Form F.P. 85 Account Code 000/322"100 000/341.703 000/386.904 Total Fees: Total All Payments: Balanoe: Description BUILDING - RES BUILDING-RADON - ` STATE BUILDING `Total (This MONITOR • SURCHARGE Paymmht): 1,154.75 ' 1,154.75 .00 +**+*+***********++**+**a**k*************++**+***+*k***++******* CITY OF TUKNILA, WA . TRANSMIT +*++*+***************+****+*+*****A*+********+*******+********** TRANSMIT Number: 92000777 Amount: 709.50 07/30/92 10x12 Permit Na: 892~0226 Type: G-BUILD BUILDING PERMIT Parcel No: 735960-0140 Site Address: 12820 35 AV S Payment Method: CHECK .'Notation: NORTHWEST DEVEL Imit: SLB **k***** � *******� ****************a***************************+** Paid 605.00 20.00 0/11V92 GENERA GENERA CENERA CENERA CENERA CENERA GENERA •'GENERA CENERA TOTAL CHECK CHANCE 1951A000 685.00 20"UO 4"50 10.00 15.00 43.50 2%"50 10.00 15.00 825.50 825.50 0.00 14:36 **** kk*** k*********************** ****k *k**** ******k * ********hh* XTY OF TUKWILA, WA TRANSMIT *k** **** * * * *kk *k * ** * * ***h ** ** k * * * *** ** * * ** k ** * * ** * ** * * * k ** TRANSMIT" Number: 92000781 Amount: 25.00 07/30/92 10:2£4 Permit No: • P.W92-0194 Type: PW-CCAS CURB CUT /ACCESS /SIDE , Parcel No: .735960-•0140. Site Address: 12820 33 AV 8 Location: LO1'.. 25 Payment Method: CHECK Notation: NORTHWEST REVEL Init: . SLB ******** k' A*********************** ***** ** * * ** * *** * ** * ****i.h***** Account Code' Description Paid 000/345.830 PLAN CHECK - UTILITY 10.00 000/342.400. INSP.FEE UTILITY 15.00 Total (This Payment): 25.00 Total. Fees: Total All Payments: Balance: 25.00 25.00 .00 41017- Account Code 000/322.100 000/345.830'. * * * *. * * * * * * * * ************** * * **k **** * * ** * ** *k** *** * * ** ** **er** ITY, OE TUKWILA, WA TRANSMIT ct ******************. * * * * * *** * **** * * * * * * * * ** *h* * ** ** *CIF * * *A * 7F ** **4i TRANSMIT 'Number: 92000782 Amount: 66.00 07/30/92 10:29 gOL�' ickZ Permit No PW92 -015." Type: Ply --LA LAND ALTERING PERMIT 11 Parcel Na: 73096.0 -0140 Silo Address: 12820 35 AV:" Location: LOT 25 Payment Metho:`CHECI( Notation: NORTHWEST DEVEL init:: SLB ' * * * * * * * * ** * * * * * ** ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Total Fees: Total All Payments: Balance: Description BUILDING - RES PLAN CHECK - RES Total (This Payment): 66.00 66.00 .00 Paid 43.50 22.50 .66.00 * k* h*** h*****: 4***** k************** * * *. ** * * * ** * * * * * * * *k * *•*k ** * * ** ITY OF TUKWILA, WA TRANSMIT c14 * ** * * * * * * *** *• hit***** �k�k�F ******* * *:4�1 *** * * * * * **** *k* * *Jk,k�kk *** * ** ' , y TRANSMIT Number: 92000783 Amount: 25.00 07/30/32 10 :2J . ,G 110 r Permit No: PW92- -0136 Type: P:W -►SD STORM DRAINAGE Parcel No: 735960-0140 Site Address: 121320 3r AV S Location: LOT 25 Payment Method: CHECK Notation: NORTHWEST DEVEL Init: SLR ** 4, * **** * *** ***ir** ** *** *******1 t'*** * *** ***** * * *. ***** *** * *, Account Code 000/345.830 ' 412/342.400 Total Fees: Total 4111 .Payments: Balance: Description PLAN CHECK - 'UTILITY INSP FEE - '8 DRAIN Total (This Payment): 25.00 25.00 .00 Paid 10.00 15.00 25.00 K1 s'fi+7 - 4 ell':: 0:* *** **** ********** ******* 4 k** * k * *** * ******* * ** *** **k ** ** ****k** CX.1'Y OF TUKWILA, WA TRANSMIT ** * * * * * * ** * * * * *lr** ** ***.************. * * **•k* * *k *;l• ***k * * * ** * * ** **k* TRANSMIT Number :: 92000623 Amount: 445.25 06/22/M, Permit No: 092 -,0226 Type: R -BUILD BUILDING PER t Payment Method: CHECK Notation: NW DEVELOPMENT nit 3LU **** k********* k**: k****k*********** * *k * * ***k ** * * * ** ** *k *. * *k * * * * ** Account 'Code 'Description Paid 000/345.830. PLAN CHECK - RES 4.45.25 Total '(This Payment): 445.25 Total Fees: Total All Payments: Balance: 77. peg. ';.$ . c 1 44k rYliv s•i %is.irr 'Y 7 ,f -n i ,'W-r. N1eix ices o r — ar mtvo,t ',-- 1,134.75 445.25 689.50 GENERA 445.25 TOTAL 445.25 CHECK 445.25 CHANGE 0.00 0942A000 11:50 Address: I2820 35 AV S Permit No: 892-0226 Tenant: BERREY RICHARD E Status: ISSUED Type: B-BUILD Applied: 06/22/1992 Parcel #: 735860-0I40 Issued: 07/30/1992 ***++++******a*********************+*++***************»*********+********** Permit Conditions: 1. MINIMUM FRONT YARD SETBACK OF 30' TO ROOF EAVE IS REQUIRED. 2. No nBe$ will be made to the plans unless approved by the Archftect and the Tukwila i 3. Plumbing it shall 0.e the Seattle-King County Department (),64.:flo be inspected by thW4d66f, including-,all ga"11), 4. Electrical 5. All mechWtalvi4orOhall under separate permit-thro'ugh 6. All any diifiStO,Otion,.' Thes'edocUments are to be maintainee, ':,H, uvu 7. E W 8. AnOxpos.04 insililaty,onsbaCki S ' rJ g P� 9. M t6 - fy i � "remaMts the U -d rm Mechanical Cod ~~ o 991 Edition) State. R'egu for Barrier Free FaciHY 199iisitidio. =„, 10. BUILD��G TO PROPERTY LINE SETBACKS /��� '�RE/PR(JVE� � ��S NOTED � N� / ' SITE u � �Ai AND ,,ELSEWHERE ^. THE - �-�..-WA^ ..� / ~� `-.. ~- .. _-- �+~�|� ,E=,^/ CONT CERTIF| G''- HAS BEEN LO 11, Validity of P a p pro val of plans, specific and strued to be a per violation of any of the provisio n�/ other ~- ordinance of the lWrisdict1nm. ^ "Permit presuming to give authority or violate or cancel the provisions of this code shall be valid. /-~ CITY OF TUKWILA Dear Sir: City (2 Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B92 -0226 (512) June 30, 1992 John W. Rants, Mayor Re: Berry, Richard - 12820 35th Avenue South, lot *25 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1528) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) Fire hydrants are required as detailed in City Ordinance #1567. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) 2. The sprinkler system requirement for this project is due to the water availability being less than the required 1,000 g.p.m. for residential construction. 3. This project may also require the addition of a fire hydrant within 250 feet to the nearest portion of the structure. CRANE aesign July 22, 1992 To whom it may concern: Reference: 25022 104th Ave. S.E. Suite E Kent, WA 98031 • (206) 859-2954 Crane Design, Inc. gives Northwest Development authorization to alter the above referenced plan to the following; 1) Replace bay in dining room with a 72x60 window HDR. Zero overhang on the left and right elevation to fit within required setbacks. Sincerely, ?We Jeff Ken Manager, Kent office Crane Design, Inc JK /tc Crane Design, Inc. Plan # 013289 Residential: Design- Custom & Stock Plans RECEIVED CITY OF TUKWILA JUL 2 2 1992 PERMIT CENTER using a 6x10 Fax (206) 854-8642 allow house to MEMORANDUM TO: File FROM: Mark Cross, Planner SUBJECT: Lots 24, 25, 26 and 27 Springbrook addition to Riverton, Owner, Richard Berry DATE: July 22, 1992 r"� Mr. Berry's four lots have been reviewed under the terms of the City of Tukwila sensitive areas ordinance.. The portion of the lots proposed for development were found not to exceed 20% slopes according to the, Topographic and Boundary survey done by Dunaway surveying submitted July 16, 1992. Due to the slopes not exceeding 20 %, the applicant will not be required to submit geotechnical information to planning department. However information on cut a fills plus geotechnical information may still be required for the building department. TO: FROM: DATE: SUBJECT: amc:14:berrey c City of Tukwila Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING DIVISION July 20, 1992 UTILITY PERMIT AVAILABILITY /REQUIREMENTS Richard E. Berrey 128xx 35th South Lot 25 Project No. P92 -00711 Contact Person: Roger Tennison Telephone No.: (206) 763 -7351 Curb Cut /Access Storm Drainage Land Altering Permit Fee $25.00 $25.00 $66.00 The Developer is referred to other City agencies, including the Building and Planning Divisions, and the Fire Department (sprinkler plan approval) for other requirements which may affect this work. A copy of the confirmed Utility Permit Application Form and two (2) sets of site plans will be inserted into the permit file. THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE ACCORDING TO THE SITE PLAN APPROVED ON JULY 20, 1992 cf: City Utilities Inspector (w /copy of plans /application) Development File (w /copy of plans /application) John W. Rants, Mayor Ross A. Earnst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 MEMORANDUM TO: Jack Pace, Senior Planner FROM: Mark Cross, Planner 7,4 C SUBJECT: Setback requirements 35 Ave. S. DATE: July 15, 1992 This memo is to summarize my findings related to setback requirements in the City of Tukwila. Section 18.06.040 of the Tukwila Municipal Code states that " "Yard" means a required open space unoccupied and unobstructed by any structure or portion of a structure from thirty inches above the general ground level of the graded lot upward. I did review the code interpretation done by Moira Bradshaw dated July 17, 1989. Her interpretation is consistent with the yard definition. As per your suggestion, I took the two single family house permits to the three times a week permit review committee. The only concern other departments have is a concern from the fire department regarding low water pressure. Fire is requiring the two houses to be sprinklered. The building department will allow the setbacks of the structures as proposed because they have a 1 /3'rule that allows intrusions into setbacks 1/3 the required setback. Therefor, the building department would allow the cantilever of living space into the five foot setback some 18 inches. Analysis- There are three interesting facts about setback determination. Why does the "Yard" definition prohibit structures above 30 inches. Why the 30 inch standard. I think it is because of the Uniform Building code that allows decks below 30" high without a building permit. In my mind this sets UBC exemptions as a precedent for exemption from the "unobstructed by any structure" standard. Second, if yards are to be unobstructed by permanent structures over 30 inches high, then how do we allow fences up to 72 inches in these same areas. Third, the zoning definition of "structure" makes an exception for fences. This exception is not logical but needed given the requirement not to allow "structures" in yards. Recommendation- Redefine yards as buffers between active uses, then the objective would be to limit the extension of activity into yards. Following this logic fences and eaves as well as fireplaces could be allowed in setbacks but not cantilevered living space. It would follow that active outdoor activities such as hot tubs and tennis courts would also be prohibited in required yards. This definition has the advantage of not having to stretch logic by declaring fences non - structures. Telephone: 242.9547 • Water 2i�1rict no. 125 Jn Count DATE 0 VP__ TU : I V 0 .) e cp vvte,it ';?e ep- (76 1) LEUAL DESCR1PT10,N uF YKUPEFeI Uk MAIN 1S JO FEET F}Uri THE S1'1'E. SINCERELY YuUKS, • j f } ANKLIN }'EAKSuN P.O. Box 88147, Riverton Hts. Br. Office: 2849 South 150th SEATTLE, WASHINGTON 98168 I'HUPEk'1'Y AL)L)HESti : s /30 (.9 2� SIZE UF' .MAIN SERVING S1'1 E 1S y 1NGHE s. THE NEAREST HYDRANT 1S APPRUX1MAILLY rEE'1 rRurl THE 5111::. I HERE 1S APP }UXI MA'1'ELY 7,) GALLONS PER M1N J E. RECEIVED CITY OF TUKWILA JUN 2 2 1992 PERMIT CENTER FRANKLIN PEARSON Superintendent ANN WILSON Office Manager 0 C Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98'104 -1598f January 9, 1990 Mr. Ross Earnst Director of Public Works City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Metro Capacity Charge for New Sewer Connections Dear Mr. Earnst: 1 17.:0.1 /F 0 iL:.1.3 L i`•YO I tJ1;1,ViL.A PUBLIC WORKS Metro Council Resolution No. 5719 establishes February 1, 1990 as the date after which all new sewer connections in the Metro service area will be subject to a capacity charge for metropolitan sewage facilities. This action follows Metro Council adoption of the final recommendations of the Rate Structure Advisory Committee (RSAC) in June, 1989 and transmittal of appropriate amendments to the agreements for sewage disposal to all participant agencies in September, 1989. As explained in the September 15 transmittal letter, the RSAC recommendations adopted by the Metro Council include the following proposed changes to Metro's charge structure: 1. Impose a charge on new customers and equivalents to help offset the cost of providing treatment capacity for them. This charge will be collected directly from new customers by Metro. 2. Change the residential customer equivalency value used to charge participants for non - residential customers from 900 cubic feet to 750 cubic feet. 3. Establish a level of annual expenditure for infiltration /inflow control for all participants at two cents per inch diameter per foot of local sewers exclusive of combined sewers and force mains. The above recommendations apply to all participants. In addition, the Committee made the following recommendations regarding the City of Seattle: 1. Seattle should pay Metro 50% of the rate relief it realizes because of the connection charge as payment towards the cost of Metro's combined sewer overflow control program. 2. Seattle should pay Metro the incremental costs incurred by Metro to transport and treat stormwater from retention facilities the City constructs to control combined sewer overflows. These recommendations, with the exception of the capacity charge, require amendment of the basic agreement for sewage disposal between Metro and each local agency Metro serves. As already noted, proposed amendments to the agreements for sewage disposal were transmitted to all participant sewer agencies in September. Letter to Mr. Earnst January 9, 1990 Page Two Execution of the proposed agreement amendments with all participants may take six months or longer. Substantial growth will take place in the service area during that time. Staff estimates that 7,334 residential customers and equivalents will be added to the Metro system between January 1 and December 31, 1990. This equates to $9,240,462 in connection charges. Resolution 5719 insures that the new customers connected to the system after February 1, 1990 are subject to the charge although collection of the charge will probably not begin until all agreements are amended and the other recommendations can be implemented. In no event would collection begin before April 1, 1990 which is the earliest that Metro can have a billing system established. State law currently limits the Metro capacity charge to $7 per month per residential customer or equivalent for 15 years. It is anticipated that the Metro Council will establish the charge at that level. The charge, when imposed, will be collected directly from the customer by Metro based on information provided by local sewer service agencies. \Ye have enclosed samples of forms to be completed by or on behalf of new sewer customers connected or after February 1, 1990. Form A is to be used for residential customers including multi - fancily. Form B is to be used for non - residential customers whose capacity charge will be based upon projected residential customer equivalents determined on the basis of plumbing fixtures. We will provide you with a supply of printed forms prior to February 1. We are requesting that each city and district insure that the forms are completed, collected and transmitted to Metro within thirty days following the end of each calendar quarter. Some agencies may find the most expedient way to have the forms filled out is to make them part of their own sewer connection permit application process. The completed forms should be sent to: Local Agency Affairs Administrator Mailstop 82 Metro 821 Second Avenue Seattle, WA 98104 Metro staff plans to hold a workshop for local agency staff later this month to answer questions about implementation and administration of the capacity charge program. Please contact Robert Hirsch at 684 -1266 if you have any questions in the interim. Very truly yours, John F. Spencer Director of Water Pollution Control JFS:bha Enclosures ((dp 45 :METRO Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, t-VA 98104 -1598 January 26, 1990 Mr. Ross Barest Director of Public Works City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Metro Capacity Charge Dear Mr. Barest 1 Enclosed please find an initial supply of forms for collection of information necessary for Metro's imposition of a capacity charge. As explained in John Spencer's letter dated January 9, 1990, all customers • connecting to sewer systems served by Metro on or after February 1, 1990 will be subject to the charge. As also explained in the January 9 letter, the completed forms should be sent lo: Local Agency Affairs Administrator Metro MS /82 821 Second Avenue Seattle, WA 98104 Please contact me at 684 -1266 if you have any questions. Very truly yours, Robert N. Hirsch. Local Agency Affairs Administrator RN1 :ewa Enclosure NNW DEVELOPMENT,Nickels TEL:206 -431 -9127 Loudon Real Estate, Inc. VACANT LOTS 16015 INTERNATIONAL BLVD. • SEATAC, WA 98188 (206) 243.8000 *FAX: (206) 243.8083 purl MIT. S Address: 35TH AVE 8 XX NORTH OF S 130TH Legal: LOTS 24,26,26,27 BLOCI( 41 ROBBINS SPRING ADDITION TO RIVERTON TOGETHER WITH THE WEST 1/2 OF THAT PORTION OF VACATED,ALLEY ADJOINING SAID LOTS 24 THROUGH 27 ON THE EAST SIDE. Number of lots: 4 Size: 50 x 148+ (each) Sewer: IN STREET Sewer charges (eat) PER LOT SEWER ASSESSMENT $3897 r: METRO HOOK UP $ 760 VAL VUE UNIT CHARGE $ 500. TOTAL PER LOT $6147,. ASKING PRICE: $100,000 PLUS SEWER CHARGES May 20 92 20 :56 No.001 P.02 FOR MORE INFORMATION ( f.. * ** 0UD0N 243-8000/248-9574 * ** * ** UDON REAL ESTATE, INC. * ** Loudon Bcal Inc. RECEIVED CITY OF TUKWILA JUN 2 2 1992 SINGLE FAMILY DEVELOPMENT STANDARDS PACKET June, 1992 o Page 2, 3 - Utility Permit Application Form o Page 4 - Typical Residential Site Plan o Development Standards: -- Street: Page 5 - Sidewalk Detail Plan (R -4) Page 6 - Concrete Driveway Plan (R -6) -- Sewer: Pages 7 -10 - Specifications for Sanitary Side Sewer Page 11 - Sanitary Side Sewer Plan (S -1) -- Water: Page 12 - Specifications for Water Service and Meter Installation Storm Drainage: Page 13 Page 14 ea& IONS IP. OM Specifications I N D E X Rock Wall Plan (R -14) o City ordinances that also may apply to single family residential developments are: Land Altering Ordinance (No. 1591) Sensitive Area Ordinance (No. 1599) Undergrounding Ordinance (No. 1607) Flood Ordinance (No. 1462) (Copies of ordinances are available at Public Works Department.) o Page 15 -18 - Metro capacity charge for new sewer connections -- 1/9/90 letter 1/26/90 letter -- Residential Sewer Use Certification Form Property Owner: Street Address: Engineer: Street Address: Contractor: Street Address: King Cty Assessor Acct #: PEHMITS 0 Channelization/Striping/Signing EQU EST tb 0 Curb Cut/Access/Sidewalk O Fire Loop/Hydr. (main to vault) — No.: Sizes: O Flood Zone Control O Hauling O Land Altering cubic yards O Landscape Irrigation ,Moving an Oversized Load Est. start/end times* Date: O Sanitary Side Sewer— No.: Name: IIEFUND/BILLI BILLINGS T L 0 Water DESCRIpTI0WORM.. '''' ( City of Tan.vvila- Central Permit System - Engineering Division . 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Street Address: Name: Street Address: LJ Sewer D Metro O Multiple-Family Dwelling 0 Hotel O Motel O Commercial/industrial 0 Office O Retail Et New Building Square Footage: King County Assessors valuation of existing structures: $ No. of Units: INFORMATI 1 HEREBY CERT!FY TH.AT :;1 Applicant/Authorized Agent Signature: Print Name: Date: Date Application Accepted: P hone: AVE READ 7 liI Contractors License #: 0 Standby O Single-Family Residential O Duplex • Triplex O Warehouse O Manufacturing 0 Remodel/ Addition —2— Address: .tion UTILITY PERMIT APPLICATION O Apartments O Condominiums O Church O Hospital Phone No.: City/State/Zip: Phone No.: City/State/Zip: Phone No.: City/State/Zip: O Sewer Main Extension OPrivate O Storm Drainage O Street Use O Water Main Extensbn OPrivate O Water Meter / Exempt:— No.: Deduct 0 Water Only 0 O Water Meter / Perrnanent — No * O Water Meter/ Temporary: — No.: Estimated quantity: Schedule: O Other: Phone No.: City/State/Zip: Phone No.: City/State/Zip: O Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ Contact Person (orint name): Date Application Expires: School/College/University O Other: Phone: (206) 433•0179 Exp. Date: • Phone: • Public • Public Sizes* Sizes*_ D.doRREbr. • 04/22/92 C SUBMITTAL CHECKLIST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of dray/mg and show north arrow • Identify location by address or distance to nearest intersection • Identify public right -of -way and any easements • Use standard 24' x 36' sheets for all site plans CURB CUT /ACCESS /SIDEWALK / CHANNELIZATION /STRIPING /SIGNING O Dimensons O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope and runoff direction O Size of curb cuts / locations O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts O 20' of paving on all gravel driveways connecting io paved roads FIRE LOOP /HYDRANT O Type of pipe / hydrant O Size of pipe /location O Location and type of all valves O Type of bedding and backfill material / percent compaction O Distance from structures, storm and sewer facilities O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Rood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, CUT AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan with temporary and permanent measures HAULING O Quantities of materials to be hauled to and/or from site O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages ' caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastid, ductile O Size and depth of pipe O Size of meter and meter box • 0 Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill material / percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map O Dimensions (L X W X H) of overall load SANITARY SIDE SEWER • O Type of pipe - concrete, PVC, etc. O Size of pipe/ location O Percent of slope on pipe/length of run O Connection point(s) to existing system O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe/location • O Percent of slope on pipe/length of run O Connection point(s) to existing system O Location of cleanouts and manholes O Type of bedding and backfill material /percent compaction STORM DRAINAGE (include existing topography and proposed grading and surfacing) O Type of pipe — concrete, ADS, etc. O Size of pipe / location O Percent of slope on pipe / length of run O Location of all structures O Square footage of area to be drained, including roof area O Type of bedding and backfill material / percent compaction O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to publi: right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (limes and dates) WATER MAIN EXTENSION O Type of pipe — copper, PVC, etc. O Size of pipe / location O Hydrant types and locations O Valve types and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system /tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter, service and meter box O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter and meter box O Location and elevation of meter box (water meter - permanent an.: exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule Atter the ub lc or s epartment has complete • their review an e • ans are approve •, t e app scant •: nob le by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the nlanc era not annrnvprf thA annlinant will hp nnfifarl by latter of nar,occary rocuhmlthl ronuiromenie 1 123' i 5AMi-'Lt UTILITY Sll PLAN SUBMITTAL f / = 142' PROPOSED TOPOGRAPHY E XISTING • TOPOGRAPHY�� 2 7 . 8 "0 SAN— d' '.57th AO/ ES 12" © S.T. - b. 5 84' 1 R . 5' CONC. SIDEWALK 0 s. @.) INV.EL.189.40 198 SD INV.EL.186.23/ NOTES: 1. PLANS SHALL BE IN ACCORDANCE SEWER AND WATER CONSTRUCTION FOR . STORM DRAINS, SIDEWALKS, 33' 200 14485 28' LOWEST FLOOR ELEV= 200.82. r .� �INV.E`L.197.14 4" 0 SSS 0.5% INV.EL.188.74 D3 8 "o w T \ 16' 24' 10 CONC. N DRIVEWAY•�'`�,,, W —196 3 1-1." METER & SERVICE 62' @ 2%. 1 NE'AR -HYDRA INV.EL.167.50 SCALE: 1 " =20' WITH THE CITY OF. TUKWILA PUBLIC WORKS DEPT. AND DEVELOPMENT STANDARDS AND STANDARD PLANS CURB & GUTTER, AND RESIDENTIAL DRIVEWAY APRON 2. STORM DRAIN BEDDING MATERIAL SHALL BE CLASS "B" BANK RUN GRAVEL. i.j , ; 1 f .yo I 1NIC{ -a wr, r,r-rt 1,rr► i r, u i 2 LVARIESH WARNING STRIP WHEELCHAIR RAMP 3" WIDE EDC€R F Va FULL DEPTH EXPANSION JOINT BACK OF CURB S T R E E T PUBLIC WORKS �•..i DEPT'_ se' CUT 1" DEPTH DUMMY JOINT SHRINKAGE CONTROL JOINT • DEPTH EXPANSION JOINTS TYPE ',A CURB pARIES & GUTTER —.. _ 2. 7 ... r77-77-1 4 18" THICKENED EDGE SECTION A-A NOTES: 1. SIDEWALK WIDTH SHALL BE 6' MIN. 5' IS ACCEPTABLE IN RESIDENTIAL AREAS. 2. SHRINKAGE CONTROL JOINTS SHALL BE PLACED EVERY 15', DUMMY JOINTS EVERY 5'. 3. CEMENT CONCRETE SHALL BE PLACED ON COMPACTED SUBGRADE IN ACCORDANCE WITH SECTION 8 -14 OF THE 198e APWA /WSDOT STANDARD SPECIFICATIONS. SIDEWALK DETAIL emit t ar 2 -0" , _ 6• -O" MIN. ,— EXPANSION JOINT • NMI b ia 2°!0 :ru •IU. • SECTION A -A i ,, ,,1 Ii vi EXISTING DRIVEWAY NOTES: '1. CONCRETE SHALL BE A 5 SACK MIX WITH 5% AIR ENTRAINMENT. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBL C WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8" MINIMUM EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA /WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. PUBLIC WORKS DEPT. TOP OF CURB AT DRIVEWAYS 5 °70 2 -0" 6" . 1" STANDARD RESIDENTIAL CEMENT CONCRETE DRIVEWAY — I" 6 " SANITARY SIDE SEWER DESIGN S E W E R All sanitary side sewers shall be laid on not less than two percent (2 %) grade, not more than two vertical to one foot horizontal; shall not be less than 30 inches (30 ") from any building; shall not have less than twelve inches (12 ") of cover inside the property line and shall not be less than six inches (6 ") in diameter from the main sanitary to the property line. Not more than one house shall be connected with a lateral sanitary sewer except in certain cases approved by the Public Works Director; except also, where connection is to an existing sanitary side sewer within a public street. All side sewers shall be not less than six inches (6 ") in diameter, except services to single family residences shall not be less than four inches (4 ") in diameter from the property line to the building. All side sewers shall have clean outs located at 100 foot (100') intervals, and at the termination of the sewer at the building, and all vertical or horizontal bends in the pipe of 90% or greater. . The maximum length of a 6" side sewer shall be 150 feet (150'). Each lot or parcel of real property within the area to be served with a sanitary sewage disposal system, upon which such lot or parcel of property there shall be situated any building or structure for human occupancy or use for any purpose, shall be provided with a connection to the public sewer system. Each building or structure shall be provided with its own sanitary side sewer. Buildings within 250 L.F. of a sanitary sewer line or lateral shall be deemed to be within the area served by said sewer; however, a septic system may only be allowed per the requirements of King County which do not allow for such where there is a sanitary sewer system within 660 L.F. 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 said buildings in said sanitary sewage system, and each toilet, sink, stationary wash stand or any other piece of equipment having waste fluids, shall be connected with said sanitary sewage system. 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, C.I. 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. Pipe bedding shall be per Standard Plan or better if soils conditions warrant. Backfill shall be placed at 12" lifts maximum and compacted to 95% throughout. For testing of side sewer and permit requirements, see Testing of Sanitary Sewers, Page 8 of this packet. CONSTRUCTION OF EASEMENTS TESTING OF SANITARY SEWERS AIR TESTING S E W E R -8- CONNECTION TO CITY SEWER SYSTEM In general, each legally defined lot adjacent to a City sewer main shall be serviced with a six inch side sewer stub. The developer shall design the side sewer system to utilize the stub supplied. The City maintains as -built records concerning the location and approximate depth of side sewer stub. 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). Side sewer connections into Metro interceptor sewer lines shall be allowed only by written permission from Metro. The City will be 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. All construction on easements shall be performed strictly in accordance with the easement provisions. The contractor is responsible to make himself /herself aware of all conditions pertaining to the easement agreement. No work shall be permitted in easement areas until specifically authorized by the City. All sanitary sewer mains shall be air tested and T.V. camera inspected. Sanitary side sewers will be tested by either air or water. All testing shall be accomplished after the trench has been backfilled and compacted. Manholes shall be channeled prior to testing. All sanitary sewer pipelines shall be air tested in accordance with APWA /WSDOT standard specifications for air - permeable or non air - permeable pipe, as applicable. The contractor shall furnish all materials and equipment necessary for conducting the tests and all testing shall be performed under the supervision of the Public Works Director. The contractor may desire to make an air test prior to backfilling for his /her own purposes. However, the air test for acceptance shall be made after backfilling has been completed and compacted. Water testing is allowed for sanitary side sewers only. S E W E R SANITARY SEWER SYSTEM MATERIALS GENERAL. All materials used for construction of City of Tukwila • .sanitary. sewers •shall • be new •and .undamaged . •All materials .used on the • ..project be . 'inspected and •approved by .the • City prior to • •installation. .Acceptance .of the materials by the-City .shall—not relieve the developer /contractor from the responsibility to guarantee construction and materials. All materials and methods referenced herein shall conform to the applicable standards for materials and construction found in the "Standard Specifications for Municipal Public Works Construction ", latest edition, published by the Washington State Chapter of the American Public Works Association, and the Washington State Department of Transportation, hereinafter referred to as the APWA / WSDOT Standard Specifications. GRAVITY SEWER PIPE. Pipe approved by the City for sanitary mains includes: plain concrete, reinforced concrete, cast iron, ductile iron and PVC (polyvinyl chloride) pipe. All sanitary . sewer pipe shall be clearly marked by type, class and /or thickness, as applicable. The lettering shall be legible and permanent under normal handling and storage conditions. All sewer pipe shall conform to the applicable APWA/WSDOT standards for pipe and materials. The supplier shall provide the City with a certificate for materials, as requested. FITTINGS. All fittings shall be made of the same materials as the pipe. All open ends shall be capped or plugged with a plug of material and gasket approved by the City. All fittings shall be able to withstand test pressures and loading forces for the specific application, and conform to applicable standards of the APWA / WSDOT standard specifications. MANHOLES. All manholes shall be precast and in conformity with City Standard Plans. Sanitary sewer manholes shall also be constructed in accordance with APWA /WSDOT standard specifications and details. The contractor /developer shall provide the City with the certification of materials and shop drawing for manholes, as requested. FRAMES AND COVERS. Manhole frames and covers shall be cast iron only and conform to the City Standard Plan, and applicable APWA /WSDOT standard specifications. All manhole covers located outside the street section shall have locking lids. LADDERS AND STEPS. All manholes shall have ladders and safety steps designed per City Standard Plans and applicable APWA /WSDOT standard specifications. DROP CONNECTIONS. All drop manholes shall conform with City Standard Plans and applicable APWA /WSDOT standard specifications. TRENCH EXCAVATION Trenches shall be provided per the City's Standard Plans and OSHA /WISHA ..requirements . . The ..trench. shall be . kept. free from . water 'until joining is complete. Surface water shall.be diverted so as not. to enter . .the trench. • . The owner shall ..maintain .sufficient pumping equipment on the job to insure that these provisions are carried out. The owner shall perform all excavation of every description and of whatever substance encountered and boulders, rocks, roots and other obstructions shall be entirely removed or cut out to the width of the trench and to a depth•6 inches (6 ") below sewer main grade. Where material is removed from below sewer main grade, the trench shall be filled to grade with material satisfactory to the City and thoroughly compacted. PIPE BEDDING All pipe bedding shall be per the City's Standard Pipe Bedding Plan, with all sanitary sewer pipe having Type 2 bedding as specified by the APWA /WSDOT standard specifications. Bedding for PVC sewer pipe shall extend at least six inches (6 ") above the crown of the sewer pipe as specified in the City's Standard Plan and APWA /WSDOT standard specifications. BACKPILL S E W E R 7 . Backfilling and surface restoration shall closely follow installation of pipe, so that not more than .100 feet is left exposed without express approval of the City. Select backfill material shall be placed and compacted above the bedding material, as outlined in City Standard Plans, and compacted to 95% of the maximum density as determined by ASTM Designation D 1557 -66T Method A. When other governmental agencies other than the City have jurisdiction over roadways within the construction, the backfill and compaction 'shall be done to the satisfaction of the agency having jurisdiction. If suitable backfill material, as determined by, the City, is not available from trenching operations, the City may the placing of select backfill or some other suitable material in the trench profile. CONSTRUCTION PERMITS AND AUTHORIZATION All construction on sanitary sewer systems by private development shall be in accordance with the APWA /WSDOT standard specifications, current edition adopted by the City.. D.O.E. standards, the City of Tukwila Municipal Codes, .the City's Comprehensive Sewer Plan, and the standards set forth in this document. -10- Ci e,g of Tat/vo tlla' SANITARY SIDE. SEWER Not to scale. Aug 6, 1990 S -1 J 0 s 0 0 0 0 0 0 0 0 0 0 0 0 u m ,. 0 0 U 0 0 S E W E R – - PROPERTY LINE t = Materials: (All New) PVC – Min. schedule 35. Concrete – Where soil conditions permit and slopes are Tess thon 15%. Ductile iron(polyethylene encased) – peat or potential corrosion areas. Ductile or Cast Iron – justified due to scouring velocities or soil problems. Cover. 12 Min Cover required over all pipe. Slope: Min. 2% Max. 20: Anchor for >20% Plugged Clean Out (Total 90' requires Clean Out) ENO NI Long Sweep Bend 4' Sewer Pipe i� � j u, i I (Remove or Fill Existing Septic Tank) I � ` '; C---"3 INSPECTION TEE AT CITY R/W UNE Clean Out 6' Plug 6 X 6 X 4 WYE 6' SEWER PIPE Plugged Clean Out (Wye) 10' Min. STREET Use Saddle for Existing Main. —11— �- Solt Pipe Adapter Show Address • on Plan. 523 BIRCH ST. Sanitary ewer Must Be 18 Below Water Line When Crossing. l 8' or LARGER MAIN SEWER Test Tee & Clean Out Detail ` 18 1 8" Min. Cover unless extended to [ Grade. 30' CRY R/W UNE 3/4" and 1" D O M E S T I C W A T E R WATER SERVICE AND METER INSTALLATION STANDARDS The contractor shall install new services, relocate meters, replace existing services or reconnect existing services to new mains as permitted and approved by the City of Tukwila Engineering and Water Departments. The work required shall be in accordance with Section 78 of the APWA Standard Specifications except as herein modified. 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 permit form as a condition of acceptance of the installation. 1. 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 -14255 or approved equal. 4. Pipe: Type K copper tubing. DOMESTIC WATER SERVICE /METERS 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. Single family residential water service connections shall be a minimum of three - fourths inch (3/4 ") and use standard galvanized pipe, copper tubing or PVC and polyethylene (ultra high molecular weight) pipes as 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 ") and shall use standard galvanized iron or steel pipe, with domestic service lines. All pipe and fittings shall be rated for pressure of twice the minimum working pressure. S T O R M D R A I N A G E The City of Tukwila applies the "King County Washington Surface Water Design Manual," with emphasis and modifications as follows: 1. On Site Runoff Quantity Control: Proposed project must provide runoff controls to limit development conditions rates to the pre - development rates for the specific design storm events: the 25 year /24 hour and 10 year /24 hour. In identified "problem areas ", 25 year /24 hour to 10 year /24 hour release rate will be required. On -Site Downstream Conveyance Systems: All conveyance systems for proposed projects must be analyzed, designed and constructed for existing tributary off -site runoff and developed on -site runoff from the proposed project. All proposed projects must demonstrate a conveyance system exists or will be constructed to convey /contain the peak runoff 100 year /24 hour duration. 2. Water Runoff Quality Control: An oil /water separator and biofiltration are required for all new development and substantial redevelopment (as defined in the Sidewalk Ordinance) with 5000 square feet or more of surface with vehicled access. Materials: For private on -site systems the following pipe materials are allowed: Private Development: A. Reinforced ADS pipe (N -12). B. Concrete pipe. C. CMP pipe (non - hazard potential - non vehicular uses of site). For public systems:. A. Reinforced concrete pipe for 12" diameter and greater. B. Non - reinforced concrete less than 12" diameter and also for residential driveway (pipe equal to 12" diameter is subject to City approval). For biofiltration systems: Open swales and surface detention are encouraged on new developments and redevelopments as part of on- site drainage. BACKFILL (SEE SPECIFICATIONS) 4" PERFORATED DRAIN PIPE PEA GRAVEL BACKFILL SEE SPECIFICATIONS 4" PERFORATED DRAIN PIPE I9O PEA GRAVEL 12" 12" A \ S T O R M DR A N A G E 1 6 0 TO 1' PUBLIC WORKS DEPT. r,✓ .„.., 4' MAX. 12" MIN 4' MAX. -14- 2:1 MAX. SLOPE CONCRETE SIDEWALK 1 MIN CONCRETE GRAVEL ROCK WALL wait Or 1 "- [METRO �. Municipality of Metropolitan Seattle Exchange Building • 621 Second Ave. • Seattle, WA 98104 -1598' January 9, 1990 Mr. Ross Earnst Director of Public Works City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Metro Capacity Charge for New Sewer Connections Dear Mr. Earnst: Metro Council Resolution No. 5719 establishes February 1, 1990 as the date after which all new sewer connections in the Metro service area will be subject to a capacity charge for metropolitan sewage facilities. This action follows Metro Council adoption of the final recommendations of the Rate Structure Advisory Committee (RSAC) in June, 1989 and transmittal of appropriate amendments to the agreements for sewage disposal to all participant agencies in September, 1989. As explained in the September 15 'transmittal letter, the RSAC recommendations adopted by the Metro Council include the following proposed changes to Metro's charge structure: 1. Impose a charge on new customers and equivalents to help offset the cost of providing treatment capacity for them. This charge will be collected directly from new customers by Metro. 2. Change the residential customer equivalency value used to charge participants for non - residential customers from 900 cubic feet to 750 cubic feet. 3. Establish a level of annual expenditure for infiltration /inflow control for all participants at two cents per inch diameter per foot of local sewers exclusive of combined sewers and force mains. The above recommendations apply to all participants. In addition, the Committee made the following recommendations regarding the City of Seattle: 1. Seattle should pay Metro 50% of the rate relief it realizes because of the connection charge as payment towards the cost of Metro's combined sewer overflow control program. 2. Seattle should pay Metro the incremental costs incurred by Metro to transport and treat stormwater from retention facilities the City constructs to control combined sewer overflows. These recommendations, with the exception of the capacity charge, require amendment of the basic agreement for sewage disposal between Metro and each local agency Metro serves. As already noted, proposed amendments to the agreements for sewage disposal were transmitted to all participant sewer agencies in September. FED 0 z 1990 I t .11 ;;WiLt\ PUBLIC WORKS Letter to Mr. Earnst January 9, 1990 Page Two John F. Spencer Director of Water Pollution Control JFS:bha Enclosures Co d Execution of the proposed agreement amendments with all participants may take six months or longer. Substantial growth will take place in the service area during that time. Staff estimates that 7,334 residential customers and equivalents will be added to the Metro system between January 1 and December 31, 1990. This equates to 59,240,462 in connection charges. Resolution 5719 insures that the new customers connected to the system after February 1, 1990 are subject to the charge although collection of the charge will probably not begin until all agreements are amended and the other recommendations can be implemented. In no event would collection begin before April 1, 1990 which is the earliest that Metro can have a billing system established. State law currently limits the Metro capacity charge to S7 per month per residential customer or equivalent for 15 years. It is anticipated that the Metro Council will establish the charge at that level. The charge, when imposed, Will be collected directly from the customer by Metro based on information provided by local sewer service agencies, We have enclosed samples of forms to be completed by or on behalf of new sewer customers connected on or after February 1, 1990. Form A is to be used for residential customers including multi - family. Form B is to be used for non - residential customers whose capacity charge will be based upon projected residential customer equivalents determined on the basis of plumbing fixtures. W will provide you with a supply of printed forms prior to February 1. We are requesting that each city and district insure that the forms are completed, collected and transmitted to Metro within thirty days following the.end of each calendar quarter. Some agencies niay find the most expedient way to have the forms filled out is to make them part of their own sewer connection permit application process. The completed forms should be 'sent to Local Agency Affairs Administrator Mailstop. 82 • Metro' 821 Second Avenue Seattle, WA 98104 Metro staff plans to hold a workshop for local agency staff later this month to answer questions about implementation and administration of the capacity charge program. Please contact Robert Hirsch at 684 -1266 if you have any questions in the interim. Very truly yours, �� ETRO C Municipality of Metropolitan Seattle Exchange building • 821 Second Ave. • Scathe, 1'VA 0 8I04 -I598 January 26, 1990 Mr. Ross Earnst Director of Public Works City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Metro Capacity Charge Dear Mr. Earnst Enclosed please fine] an initial supply of forms for collection of information necessary for Metro's imposition of a capacity charge. As explained in John Spencer's letter dated January 9, 1990, all customers connecting to sewer systems served by Metro on or after February 1, 1990 will be subject to the charge. As also explained in the January 9 letter, the completed forms should be sent to: Local Agency Affairs Administrator Metro MS /82 821 Second Avenue Seattle, WA 98104 Please contact me at 684 -1266 if you have any questions. Very truly yours, Robert N. Hirsch Local Agency Affairs Administrator RNI-I:ewa Enclosure t a�� Res( ential Sewer Use CertifiLion (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 Metro Council Resolution Nos. 5719 and 5968, 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 Metro Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fiheen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. (Please print or type) Owner's Name (Last, First, Middle Initial) Property Legal Address: Subdivision Property Street Address City, State, Zip Owner's Mailing Address (11 different from above) Owner's Phone Number Party to be Billed (if different from owner) Party's Mailing Address (if different from above) Please check appropriate box: ❑ Single- family. • ❑ Duplex (0.8 RCE per unit) El 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 ❑ Mobile home space (1.0 RCE per space) No. of Spaces 1057 (Rev. 5'91) Plat City or Sewer District Date of Connection: Side Sewer Permit #' x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 Residential Customer Equivalent (RCE) For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date Print Name of Owner /Representative White — Metro Yellow — Local Sower Agency Pink — Sewer Customer RECEI -r=D MAR 1 21991 �'UHLIC v 0FIK:, CITY OF TUKWILA WASHINGTON ORDINANCE NO. /5 AN ORDINANCE OF THE CITY OF TUKWILA, WASHINGTON REPEALING THAT PORTION OF ORDINANCE NO. 1341, SECTION 4 (PART), SPECMIED IN THE TUKWILA MUNICIPAL CODE AS CHAPTER 16.54 AND THAT PORTION OF ORDINANCE NO. 1547 ADOPTING APPENDIX 70 OF THE 1988 UNIFORM BUILDING CODE, ESTABLISHING NEW REGULATIONS AND REQUIREMENTS FOR CONDUCTING LAND- ALTERING ACTIVITIES WITHIN THE CITY OF TUKWILA, AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City of Tukwila maintains several infrastructure systems and numerous other public facilities and rights -of -way which it must protect from potential adverse impacts, and WI-MREAS, the City of Tukwila is also responsible for ensuring public health, safety, and welfare of its citizenry, and WHEREAS, a considerable amount of land - altering activity which tales plane every year in the City of Tukwila could have a potential impact to public and private property as well as threaten public safety, and WHEREAS, the most effective means to protect the public from the impacts of land - altering activity is through the establishment of specific regulations and requirements for the conduct of such activities, and WHEREAS, the City of Tukwila Staff and City Council have worked diligently over the past year to develop reguladons and requirements to control land - altering activites as necessary to protect public and private property and ensure public safety, and WHEREAS, the City Official responsible for administering the Washington State Environmental Policy Act (SEPA) has reviewed these regulations and requirements and determined that the passage of this document presents no significant environmental impacts and has formally issued a Declaration of Non - Significance for this document, and WHEREAS, a public hearing' was held on February 4, 1991 to solicit comments and • concerns on the content of the regulations and requirements for the conduct of land - altering activities as contained in this Ordinance, NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, DO HEREBY ORDAIN AS FOLLOWS: SECTION I. TITLE, PURPOSE, SCOPE, AND DEFINITIONS 1.1 EXCAVATION ORDINANCES & UBC APPENDIX 70 REPEALED City of Tukwila Ordinance No. 1341 Section 4 (pan) and Chapter 16.54 TMC, and that mnion of Ordinance No. 1547, Appendix 70'of the 1938 Uniform Building Code are hereby repealed, effective fifteen (15) days from adopdor. of this Ordinance by Tukwila City Council. • 1.2 TITLE This Ordinance shall be known as the City of Tukwila "Land- Altering Ordinance" and may be so cited. 1.3 PURPOSE This Ordinance. is adopted to: A. Regulate land- altering activity in order to control accelerated erosion and sedimentation and prevent damage to public or private property and public storm water systems. B. Prevent the sediment or sediment - related pollution and other damage to waters in the City and the region. C. Provide a supplement to the excavation and fill regulations and requirements prescribed in the Uniform Building Code. 1.4 SCOPE This Ordinance sets forth rules and regulations to control all land•aitcring activities within the City of Tukwila. 1.5 DEFINITIONS Accelerated Erosion - Any increase over the rate of natural erosion as a result of land - altering activity. Applicant - Any person proposing to carry out any land- altering activity within the city limits of Tukwila (see "Developer "). Buffer - (Also known as "Sensitive Area Buffer ") The area contiguous to a Sensitive Area that is required for the continued maintenance, function. and srvctural stability of the Sensitive .Act: as donned in the City of Tukwila Sensitive Areas Ordinance. Clearing - Any removal of trees, brush, grass, ground cover or other vegetative matter from a site which exposes the earth's surface at the site, Commercial Stockpiling Operations - Operations involving the production and/or storage of unprocessed or processed sand, gravel, soil, soil mixtures, or other aggregate materials used in the manufacture of asphalt or concrete products or sold cornmercially. Const:ucdon Documents - Tne drawings, plans, specifications, contacts and permits which depict how construction is to occur. Control Measure - A practice or combination of practices to conrol erosion and attenilant pollution. Control Zone - A sa of land designed to prevent land - altering activities from adversely affecdng Sensitive Areas and their Buffers within a site. Developer - A person proposing or actively carrying out land - altering activity (see "Applicant" and "Person "). Development Standards - The formally adopted standards prescribing the specific manner in which development is to take place in the City of Tukwila. Drainage Course - Any flow of water through a natural drainage system, man- made conveyance system or overland drainage. Earth/Earth Material - Naturally occurring rock, soil, stone, dirt, or combination thereof to exclude: hazardous materials of any . ^, re. (as defined by the Washington State Department of Ecology); organic matter in uuantities detrimental to the fill or the site; and materials precluded by the Uniform Code. Earthwork - Any operation involving the excavation, grading or filling of earth materials. Engineer - A professional engineer licensed by the State of Washington. Erosion - The wearing away of land surface by the action of wind. water. gravity or any combination thereof. Erosion Control Measure, Structure or Device - A mechanism to control soil movement to the area of soil disturbance and prevent accelerated erosion and associated transport of sediments. Excavation - Tnc mechanical digging or removal of earth material. Fill Material - A deposit of earth material placed by artificial means. Filling • The act of transporting or placing (by any manner or mechanism) fill material from, to, or on any soil surface, natural vegetative covering of soil surface, or fill material (including temporary stock- piling of fill material). Grade • The vertical reference or elevation t.: the ground surface: a) Existing Grade - is the grade prior to grading. Soils Engineer - A professional engineer licensed by the State of Washington, who is experienced and knowledgeable in soils engineering. Stockpiling - The placement of material with the intent to remove this same material at a later time. Storm Drainage Facilities - The system of inlets, conduits, channels, ditches and appurtenances which serve to collect, control, convey, and treat storm water through and/or from a given drainage area. Storm Water - Precipitation that reaches the surface water system by overland flow, interflow (a complex transfer of water that occurs just below the surface of the ground) or via constructed conveyance systems. Surcharging • Depositing earth or other material with the intent of consolidaring or compacting the substrata, also called "preloading". Surface Water - The naturally occurring water that flows over or is stored on the earth's surface, Surface Water System - Tne network of depressions, swales, channels, wetlands. ponds, streams, potholes ar.d other features which have fo.nned in the natural topography over time to convey or store storm or surface water. In some cases, portions of the natural surface water system have been channel:zed or otherwise altered. Temporary Erosion Control - Measures employed to prevent accelerated erosion, sedimentation, or related pollution during or immediately following land•alterin_g activities at a site. Uniform Building Code (UBC) - The most recently published version of the Uniform Building Code which has been adopted by the City of Tukwila. Waste - Surplus materials resulting from cons action and disposed of at other locations (off- site). Watercourse - Any course or route formed by nature or modified by man, generally consisting of a channel with a bed and banks or sides substantially throughout its length along which surface water flows naturally (other than the Green/Duwamish River). The channel or bed need not contain water yeas- round. This definition is not meant to include irrigation ditches, storm water runoff devices or other entirely artificial watercourses unless they are used by salmonids or to convey or re•route stream Mows naturally occurring prior to cons - uction of such devices. Wetland - An area that is inundated or saturated by surface or groundwater at a frequency and duration sufficient to support and, which under normal circumstances supports vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, bogs and similar areas. 1.6 OTHER LAWS A. Whenever conflicts exist between federal, state or local laws, ordinances or regulations, the more resoictive provisions shall apply. B. Neither this Ordinance nor any administrative decisions made under it: 1. Exempts the perrninee from procuring other required permits or complying with the requirements and conditions of such a permit; or . 2. Limits the right of any person to maintain, at any time, any appropriate action, at law or in equity, for relief or damages against the permittee arising from the permitted activity. ' b) interim Grade - is a pre-determined staged grade, not the final grade., which is allowed for a specific period of time. c) Routh Grade - is the state at which the grade approximately conforms to the approved plan. d) Finish Grade - is the final grade of the site which conforms to the approved plan. • Grading - Any excavating, filling, clearing, or the creation of imperious surface, or any combination thereof. Ground Cover - Trees and any other natural vegetative growth or other material which renders the soil surface stable against accelerated erosion. impervious Stu;ace - Tnose had surfaces which prevent or retard the entry of water into the soil in the manner that such water entered the soil under natural conditions pre-existent to development, gracing, or alteration of the land. Such sw aces include, but are not limited to: concrete, Portland Cement Concrete, bituminous surface, oil -mat, all driving surfaces, and buildings, as defined in Ordinance No. 1549. Land - Altering Activity - Any activity that results in change of the natural cover or topography or which may cause sedimentation. To include, but not limite.d to: clearing, excavation, filling, grading, and stockpiling, as defined herein. Natural Erosion - The wearing away of the earth's surface by water, wind, or other natural environmental conditions. Permanent Erosion Corcol - The continuous on -site and off -site conrol measures that are needed to prevent accelerated erosion, sedimer,tatio n, or relate pollution resulting from land - altering activity. Permittce - Any person obtaining a Land - Altering Permit in accordance with this Ordinance. • Person - Any legal entry recognized by the State of Washington for the purpose of assigning legal responsibility, to include, but not limited to: individuals, partnerships, furs, associations, commissions, boards, utilities, institutions, and estates. Plan - A drawing which may be a pan of the set of conscucdon documents. Public Works.Director - The Director of the Department of Public Works for the City of Tukwila, or Public Works Department Staff designated by the Director to discharge the requirements of this Ordinance; provided, however, that any delegation of the administration and enforcement of this Ordinance shall in no way absolve the Director of Public Works of his/her responsibility for the actions taken by Staff pursuant to such delegation. Runoff - Water raveling across the ground surface as a result of precipitation or other natural source. Sediment - Solid particulate matter, both mineral and organic, that has been or is being transposed by water, air, gravity, or from its original site. Sedimentation - Tne process by which earth has been ransposed by land - altering activity and settled onto land or the bed of a creek, stream, river, wetland, pond, other water body, or artificial facility to convey, collect, or retain water. Also refers to the deposits resulting from the transportation of earth materials. Sensitive Area - Wetlands, watercourses, landslide hazard areas and abandoned coal mines as designated or defined by the City of Tukwila Sensitive Areas Ordinance. Siltation • The process or results thereof, whereby sediment is deposited at a location. Site • A legally defined section of real property, whose boundaries are recorded for purposes of'assessing taxes with the county Assessor's Office, where land - altering activities are proposed; which may include all contiguous land and/or water in one ownership, or contiguous land and/or water in diverse ownership being developed as a unit, although not necessarily at one time. Slope - An inclined earth surface. the inclination of which is expressed as the, ratio of vertical distance over the horizontal distance. SECTION II. GENERAL PERMIT PkOVISION'S 2.1 MANDATORY STANDARDS All land - altering activity shall be undertaken in accordance with the following mandatory standards: A. PERMIT REQUIRED - No person shall initiate any land - altering activity under any circumstances as prescribed in this Ordinance without first obtaining a permit; except as specifically exempted by Section 2.9 herein. B. PLAN REQUIRED - All work must be performed in accordance with a sequence 'shown on an approved Land - Altering Plan or a revised sequence as may be determined by the Public Works Director. C. CONTROL ZONE - No land - altering activity shall be permitted adjacent to a Sensitive Area and its Buffer without a control zone which restricts all siltation and/or other adverse impacts associated with the land - altering activity from intruding upon such Sensitive Area and its Buffer. - D. SEDIMENTATION AND EROSION CONTROL DEVICES - If anv land - altering activity involves a surface area comprising more than 6,00 square feet, the person conducting the land - altering activity shall employ sedimentation and erosion conool devices and practices sufficient to retain all sediment generated by the land - altering activity within the boundaries of the site during construction. E. GROUND COVER - Within thirty (30) days following the completion of construction or development on any site, the owner shall plant all required vegetative cover in quantifies sufficient to minimize erosion upon maturity yty+i complete all non - vegetative ground cover. F. DESIGN STANDARDS - Unless specified herein; or in the City Development Standards; all sediment retention and erosion control devices shall be designed in accordance with the King County, Washington Surface Water Deci m Manua;; King County Public Works Department - Surface Water Management Division; Jan. 1990 or as amended hereafter. PERMIT CONTROL OBJECTIVES The following are basic control objectives which are to be considered in issuing a Land - Altering Permit and/or reviewing a Land - Altering Plan for approval: A. IDENTIFY CRITICAL AREA - On -site areas which are subject to severe erosion, and off -site areas which are especially vulnerable to damage from erosion and/or sedimentation, shall be identified and receive special attention; and, B. LIMIT TIME OF EXPOSURE - All land - altering activity shall be planned and conducted to limit surface exposure to the shoncst feasible time; and, C. LIMIT EXPOSED AREAS - All land- altering 'activity shall be planned and conducted to minimize the size of the area to be exposed at any one time; and, D. CONTROL STORM WATER RUNOFF - Storm water runoff originating upstream of exposed areas , shall be controlled to reduce erosion and sediment loss during the period of exposure; and, E. MANAGE SITE RUNOFF - When the increase in the velocity of storm water runoff resulting from a land - altering activity is sufficient to cause accelerated erosion of the receiving water body, plans shall include measures to control the velocity at the point of discharge and prevent off - site accelerated erosion or increased sedimentation of the water body; and, F. CONTROL SEDIMENTATION - All land - altering activity shall be planned and conducted to minimize off -site sedimentation in order to prevent damage to private and/or public property. 2.3 PERMIT AUTHORITY The Director of the Public Works Department for the City of Tukwila is the responsible Administrative Officer of this Ordinance and his/her authority includes the establishment of Regulations and Procedures to carry out the intent, of this Ordinance. 2. 2.4 APPLICATION FOR PERMIT The application for a Land-Altering Permit shall be submitted on the standard Utility Permit Application Form provided by the Public Works Department. The permit may also include the following: A. She map and Land - Altering Plan. B. Interim erosion and sediment control plan. C. Final erosion and sediment control plan. D. Mainter.anee schedules and agreements. E. Maintenance responsibility. F. Work schedule and construction cost estimates for each element in the required plans. G. Soils engineering report. H. Environmental checklist. I. Performance bond or other acceptable security. J. Any supplemental materials or conditions required by the Public \Vorl :s Director. 2.5 EXPLANATION OF APPLICATION ELEMENTS/R:QUIREMENTS A. SITE E MAP AND LAND•ALTERING PL.AN - The site map and Land - Altering Plan shall contain all the following information: 1. Exisdng and proposed topography of the site depicted at a contour interval sufficiently detailed to define the topography over the entire site. z Two foot intervals shall be the standard unless a greater number of contours are required to define drainage system directions of flow, b. National Geodetic Vertical Datum (1929) shall be used as the vertical reference. c. First order leveling shall be applied to site survey work or the level of survey shall be per FEMA requirements whichever is less restrictive. d. Two foot contour intervals which depict topography up to a maximum of 300 feet off -site, sufficient to show on- and off -site drai ;:r,ge. Site property lines shown in true location with respect to the plan's topographic information. 3. Location and graphic representation of all existing and proposed natural and man made drainage facilities. 4. Detailed plans of all surface and subsurface drainage devices, wails, cribbing, darns 'a otht . protective devices to be constructed with or as a part of the proposed work, together with a map showing the drainage area and the estimated runoff of any portions of the area served by a storm water facility, calculated according to run -off design criteria described in the City of Tukwilis Comprehensive Surface \ \'n Management Plan; as amended hereafter. 5. Location and graphic representation of proposed excavations and fills, or on -site storage of soil and other earth m :serial, and any on- site disposal. 6. Quantity of soil or earth material in tons or cubic yards to be excavated, filled, stored or otherwise utilized on-site. 7. Location of proposed final surface runoff. erosion and sediment control measures. 8. Proposed sequence and schedule of excavation, filling and other land - altering activities, together with plans for soil or earth material storage and disposal. 9. Specifications for materials and the quantities thereof, to be used as fill on the site. 10. Location of any buildings or structures on the property where the work is to be performed and the location of any buildings, utilities, or scuctures on land adjacent to the site which are within 15 feet of property lines or which may be affected by the proposed grading operations (e.g. residual settlement). 11. Quantifies, materials, specifications, and locations of any additional erosion and sediment control measures and/or facilities or special requirements prescribed by the Public Works Director. B. INTERIM EROSION AND SEDIMENT CONTROL PLAN • Tne following information shall be provided in reference to conditions existing on the site audaz land - altering activities: 1. Maximum surface runoff from the site, calculated using the standards described in the King County, Washington Surface Water Desi; n Manual; King County Public Works Deparanent- Surfacc Water Management Division; January 1990 or as amended hereafter. The Interim Plan shall also contain a delineation and brief description of the following: a. Measures to retain sediment on the site, including the design, specifications, and maintenance schedules for, sediment detention basins. b. Surface runoff and erosion control measures to be implemented, including, but not limited to: types and methods of applying mulches; designs and specifications for diverters, dikes and drains; and, a maintenance schedule for all elements. c. Vegetative measures to be used, including, but not limited to: types of seeds and fertilizer, application rates; the type, location and extent of pre - existing and undisturbed vegetation; and, a maintenance schedule for all elements. C. FINAL EROSION AND SEDIMENT CONTROL PLAN - At the discretion of the Public Works Director, the following information may be required in reference to permanent site conditions: 1. Maximum runoff from the site, calculated by a licensed engineer using the rational method. Requirements shall also include descriptions and specifications of the following: a. Sediment and oil retention devices. b. Surface runoff and erosion control devices. C. Vegetative measures utilized for erosion control. • 3. A graphic representation of the location of all items in Subsection 2, may also be required. D. MAINTENANCE SCHEDULE & AGREEMENTS - 1. Prior to the issuance of a Land- Altering Permit the applicant. developer or owner shall provide a monitoring and maintenance schedule for per.nanent erosion control facilities that is binding on all'subsequent owners of land served by the Sediment and Erosion Control Facilities. Such schedule shall provide for access to such facilities by the Public Works Director or his/her authorized representative. The maintenance schedule shall be developed for the life of each permanent erosion control system element and shall state the 2 maintenance to be completed, the time period for completion, and who shall perform the mtintenance. 3. The maintenance schedule shall be printed on the Land•Altering Plan and shall refer to the Land-Altering Ordinance as currently modified. E. '`2AJNTEN'ANCE RESPONSIBILITY • 1. The owner of the property on which work has been done pursuant to this Ordinance, shall maintain in eood condition and promptly repair, restore, or replace all grade surfaces, walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. The property owner shall also be responsible for the monitoring and removal of all sedimentation arising from hisfner development and clearing the downstream public /private system. 3. In addition to other enforcement provisions described in Section 2.11, failure to maintain erosion control and sediment retention facilities in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Public Works Director and assessed as a lien against the property where such facilities are located. 4. The City shall be responsible for routine maintenance and operation of all public erosion and sediment controls located within public easements and right -of -ways, following final acceptance of such facilities by the City. F. WORK SCHEDULE AND CONSTRUCTION COST ESTLMATES - 1. The work schedule shall include the proposed dme(s) when all land - alterations will occur and final improvements will be accomplished. The Applicant must also submit the proposed land- altering schedule, including installation of temporary and permanent erosion sediment control devices and schedules for monitoring, operation, and maintenance of these facilides. Construction cost estimates for the sediment and erosion concol facilities required and all land- altering activities planned in accordance with Sections 2.5.A., E., and C. above, shall be provided in sufficient detail to allow the Public Works Director to determine the appropriate dollar amounts for required securities and insurance. G. SOILS ENGL>\'EERING REPORT - A soils engineering report, when required, shall be based on adequate and necessary test borings, and shall contain all information listed in this Section. Recommendations included in the repon shall be incorporated into the. plans and specifications. 1. Data regarding the nature, distribution, strength and erodibility of existing soils and of :Nils to be placed on the site, if any. 2. Conclusions and recommendations for grading procedures. 3. Analysis, conclusions, and design recommendations for interim soil stabilization devices and permanent soil stabilization, to include settlement created by the grade and fill operations and potential effects to structures /utilities both on and off of the site. A monitoring program to adequately measure settlement until stability has o:.cumed both on•and ca of the•site shall be required in all cases where such settlement is likely to impact existing structures and/or utilities. In all cases involving the likelihood of settlement, the soils engineer shall provide a risk analysis which predicts the possible monetary liabilities associated with such settlement both on and of of the site. 4. Identification of threshold limits for slope stability and settlement which, when reached, will require the initiation of corrective measures to mitigate adverse impacts both on and off of the she. 5. Opinions and recommendations addressing the adequacy of the sites relative to the development proposed in the Land - Altering Permit Application. 6. If any of the Land - Altering Permit activities are undenaken for structural purposes. the appropriate analysis of the soils shall also be provided per requirements of the current UBC. including determination of the bearing strength of the soils. This report, along with a final soils report by the Soils Engineer of Record, substantiating that the final product meets the recommendations of the original soils report (design) shall be provided by the applicant to the Building Official prior to any building construction at the site. Tne Soils Engineer of Record for the project shall also inspect and provide a final arinen report on the structural capabilities of the on -site soils. It is the sole responsibility of the applicant to enlist the services of the Soils Encincer of Record to perform any on -site inspections necessary to provide required soils reports and to substantiate that the land-altering activities were conducted as specified in the original soils design report. H. ENVIRONMENTAL CHECKLIST - The Land•Altering Permit Application will not be processed or issued prior to environmental review and sign -off from the Department of Community Development indicating that such r -.view has been conducted and that the proposed land - altering activities are in accordance with applicable City Codes. PERFORMANCE BOND OR OTHER ACCEPTABLE SECURITY - The Public Works Director may require a performance bond or other acceptable form of security as provided in Section 2.5.J.3 of this Ordinance. J. SUPPLEMENTAL MATF.IALS AND CONDmONS - l. General. Tne Public Works Director may require supplemental studies, inspections, and/or testing by an approved testing agency at any stage of the application or project. In addition, he /she may require other conditions deemed necessary to prevent sedimentation of public or private property, any sewer, Sto:nt drain, or water course, or to prevent the operarion from being conducted in a manner hazardous to life or property, or in a manner likely to create a nuisance. Tncse conditions may include, but are not limited to: the erection or installation of walls, drains, darns, and structures; planting, erosion and sediment control measures or devices; provision of necessary easements; and, specific work methods. All conditions must be identified on the erosion and sediment control plans submitted for approval. Insurance. In addition to the conditions listed above, if in the opinion of the Public Works Director the nature of the work is such that it may create a hazard to human life or endanger adjoining property or property at a higher or lower elevation, or any street or street improvement, or any other public property, then the Public Works Director may require the applicant to file a certificate of insurance. Tne certificate must show that the applicant is insured against claims of damages involving personal injuries and property in an amount not less than specified in Section 6.3. Tne amount of insurance shall be prescribed by the Public Works Director in accordance with the nature of the risks involved and may be greater than normally required for a Land - Altering Permit 3. • Security. The Public Works Director may require from the developer a surety or cash bond, irrevocable lever of credit, or other means of security acceptable to the City, prior to the issuance of a Land - Altering Permit. Any required securities shall be administered in accordance with Section 6.2.. Construction costs shall be submitted with the plan and the amount of the security shall not be less than the total estimated consuuction cost of the interim and permanent erosion or sediment control measures. The security shall not be fully released without final inspection and approval of completed work by the City, and submission of "as- built" plans. 2.6 ISSUANCE OF PERMITS A. Permits are not transferable without the approval of the Public Works Director: • B. A permit shall not be issued for land- altering activities associated with building or development that is not consistent with the guidelines set out in the Comprehensive Land Use Plan (on file in the Department of Community Development) or not allowed by existing zoning, building, special exception, variance. or other codes or regulations applicable to the site. However, if a developer elects to apply for and obtain a Land- Altering Permit prior to obtaining a Building Permit and/or completing all land -use review and approval processes, and they achieve compliance with such approvals through the Land - Altering Pin j nor to issuannc: of the Land-Altering Permit, the developer shall assume full liability for lartd•aitering activities conducted pu rsuant to the Land-Altering Permit and shall save and hold harmless the City from any claims for darr,•res or purer judgements in law or in equity arising out of later findings ree -ding the placement of 711 materials or the inability to utilize the site as prepared th:uugh `radc and fill operations. C. The Public V''orks Director may waive the requirement for a^,y or all plans, or specifications upon finding that the information on the application is sufficient to demonstrate that the proposed work will conform to the requirements of this chapter and other laws and ordinances: provided that. a waiver of the requirement for detailed plar.s and specifications shall not be cons:ved as waiving any other requirements of this or related regulations and the applicant remains bound by all • conditions of the application. D. PERMIT PROCESSING,TIMING - 1. Within 40 days of r ceia: of an application for permit or waive; (including _led accompanying irfornadon). - Public V•'o:la Director shall review the application to determine if the requirements of t,is Ordinance are met. Tne P':blic Works Director may request com:nents from other departments or agencies. 2. If the requirements of this Ordinance are me :, the Public Works Director shall approve the pi ^n, inform the applicant and issue a permit. 3. If the requirements are not r.let, the Public \;'o ;its Director shall inform the applicant in writing and ma•: either require additional information, or disapprove the plan. Within 21 days of the receipt of any re•subrniral, the Public Works Director shall again determine if the plan meets the requirements of this Ordinance and shall either approve or disapprove said re- submittal. 4. If the plan is disapproved, the Public Works Director shall inform the applicant in writing of the reasons for disapproval. E. Upon review and •aporoval of all required plans. the Public Works Director, in writing, shall approve the application and issue the permit upon payment of any applicable fees and the provision of any required financial assurances or securities. 2.7 PERMIT REQUIREMENTS In addition to any discretionary conditions placed on the applicant, the following shall be standard requirements of every Land - Altering Permit: A. Notify the Public Works Director within • 48 hour period prior to commencing any land - altering activity. B. Nodfy the Public Works Director of completion of any cono measures within 48 hours after their installation. C. Obtain permission in writing from the Public Works Director prior to modifying the control plan. D. Install all control measures as identified in the approved erosion contrc•i plan. E. Maintain all road drainage systems. storm water drainage systems, contol measures and o•: ,er facilities as identified in the control plan. F. Repair any siltation or erosion damages to adioining surfaces and drainage facilities resulting from the land-altering activities. G. Inspect the construction control measures at least once each week: and/or as indicated on the approved inspection schedule required by Section 4.2.A., and make needed repairs i- iediately. H. Keep a copy of the control plan on -site. I. The permitter shall at all times protect Sensitive Areas. their Buffers. and improvements to adjacent private properties and public right.of• ways or l 4. Noncompliance with correction notice(s) or stop work order(s) issued for erosion or sediment controls. 5. An immediate danger exists in a downstream area or adjacent property as determined by the Public Works Director. B. In addition to the action under subsection (A), the Public Works Director may post a site with a "stop work" order directing that all land- altering activity cease immediately. The issuance of a "stop work" order may include any "discretionary conditions" or "standard requirements" which must be fulfilled before work under the Land - Altering Permit may continue. C. No person shall continue or permit the continuance of work in an area covered by a stop work order, except work required to correct an imminent safety hazard as prescribed by the Public Works Director. D. The cost of any corrective measures shall be borne by the developer, owner or permittee applicant. 2.13 PERMIT DURATION From the date of issuance, permits shall be valid for a period of 180 days, or the length of the building permit or other construction authorization, whichever is longer, unless otherwise revoked. Tne Public Works Director may extend the permit period one or more rimes up to an additional 180 days. Tne Public Works Director may also require additional concol measures as a condition of the extension if they are necessary to meet the requirements of this Ordinance. SECTION III. CRITERIA AND STANDARDS 3.1 MINIMUM CRITERIA AND STANDARDS At a minimum, plans for land-altering activities shall comply with the most recent version of the Uniform Building Code and the provisions herein, with the more restrictive provisions being applicable. 3.2 CLEARING All clearing of vegetation shall conform to the specifications of this Section and those set forth in the Development Standards (on file at the Public Works Department) unless otherwise exempt. A. Clearing shall be restricted to the extent necessary to develop the site. The extent of such clearing shall be approved by the Public Works Director and shall be delineated on the approved site plans. B. Clearing in a designated Sensitive Area or its Buffer shall conform to the conditions and restrictions prescribed by review processes in the Department of Community Development and the City's Development Standards. 3.3 GRADING Changes in site topography shall conform to the following restrictions and objectives and the requirements of the City's Development Standards: A. Fills in the regulatory floodway shall not be permitted. (As defined in the current F.I.R.M. on file in the Public Works Department). B. Tne project shall be designed to minimize elevation changes, cleared areas, and volumes of excavation or fill. SECTION 1V. INSPECTION 4.1 INSPECTION ACCESS Authorized representatives of the Public Works Director may enter for the purpose of inspection and enforcement of the provisions of this Ordinance, all properties described in Land-Altering Permit documentation. 3. Conscvction not in accordance with the approved plans. casements from damage during grading operations. The permittee shall restore to the standards in effect at the time of the issuance of the permit, Sensitive Areas, their Buffers, and public improvements damaged by the permittce s operations. 2.8 A MEND . ENT Application for amendment to a permit shall be in written and/or graphic form and may be made at any • time through the same process as the original application. Until such time as an amendment is approved by the City, the land - altering activity shall not proceed except in accordance with the Land•Alterine Per snit as originally approved. 2.9 EXEMITIONS The following activities are exempt from the application of this Ordinance and do not require a Land- Altering Permit; provided they do not occur in a Sensitive Areas Overlay Zone as defined by the City in the Sensitive Areas Ordinance: A. Excavations less than five feet in vertical depth or fills less than three feet in vertical depth and involving the removal, deposit or displacement of not more than a total of 50 cubic yards of material for the duration of the entire project. B. The stockpiling of less than 50 cubic yards of topsoil, peat, sawdust, mulch, bask, chips or solid nucients on a site. C. Tne creation of impervious surfaces OR clearing a cumulative surface area of less than 6,000 square feet. D. Emergency and temporary sandbagging, diking, ditching, filling or similar work during or after periods of extreme weather conditions when done to protect life or property; provided that work undertaken after the period of immediate threat, unless undertaken within a reasonable time and for the purpose of restoring the property to its pre - extreme weather conditions state, shall not be exempt. E. Public Works Improvement Projects and Maintenance Programs shall be exempt from obtaining permits in accordance with this Ordinance but shall conform in all practices with the intent of this Ordinance. F. Agriculture. G. Commercial Stockpiling Operations which are in existence at the time this Ordinance is enacted fad which involve the stockpiling of materials as a normal part of daily operations shall be exempt from obtaining a Land - Altering Permit; provided that the property owner has obtained written approval from the Public Works Director. 2.10 PERMIT FEE A non - refundable permit fcc will be collected at the dme of the issuance of a Land - Altering Permit. The permit fee will provide for the cost of: plan review; a::.:tinismation and management of the permitting process; inspections; and, variance and appeals prozessing pursuant to this Ordinance, A permit fee schedule shall be established by the City Council based upon the relative complexities of land- altering projects, and may be amended from time to time. 2.11 PERMIT ENFORCEMENT If, through inspection, or other means, it is determined that a person engaged in land - altering activity has failed to comply with the approved Land - Altering Plan and/or•othcr permit conditions, any..or all of the enforcement actions prescribed in this Ordinance may be initiated. When permit violations are identified a notice of violation shall be served upon that person registered or certified mail or other means. The notice shall set forth the measures necessary to achieve compliance with the plan, specify the time period to commence and complete corrections, and indicate the consequences for failure to correct the violation. A. Any Land - Altering Permit issued by the City may be suspended or revoked, after written notice is given to the permittee, for any of the following reasons: 1. Any violation(s) of the conditions of the permit. 2, Changes in site runoff characteristics upon which the permit is granted. ' upon determination by the Public Works Director that any or all of the following circumstances exist: 1. Failure on the part of the party providing such assurances to fully comply, within the time specified, with approved plans and/or any corrective or enforcement actions mandated in accordance with this Ordinance; or, Damages to public or property arising from the activities for which the assurance or security was required. 6.3 INSURANCE. If, in the opinion of :he City official designated with the authority to administer a land -use ordinance, the risks to property or life and limb associated with a proposed development activity are substantial, said official may require the property owner to purchase liabiliry insurance coverage in the following minimum amounts: A. Bodily injury liability - S 1 million per occurrence. B. Property dunnage liability - Si million per occurrence. Tne Public Works Director may require higher policy limits than stipulated above in those cases where the minimum amounts are deemed insufficient to cover possible risks. All insurance policies obtained in accordance with these provisions shall name the Ciry of Tukwila as an "additional insured" and shall b: written by a company licensed to do business in the State of Washington. Neither issuance of a permit, nor compliance with these provisions or any other conditions imposed by the Cirti• relieves z:.y person from any responsibility for dzmase to persons or proper;: otherwise imposed by law; damages in an amount greater than the insured amount; no:, imposes any liability upon the City for damages to persons or property arising from activities permitted by the City or otherwise undertaken by any person. 6.4 VARIANCES The Ciry may giant a wrinen variance from any requirements of this Ordinance if there are exceptional circumstances applicable to the site such that scict adherence to the provisions contained herein will result in unnecessary hardship and not fulfill the intent of this Ordinance. A written request staring the specific variances sought and the reasons supporting the approval of such variances shall be provided to the Public Works Director. Tne Public Works Director shall then provide a recommendation to the City Council and the Council shall make the final determination. The City shall not grant a variance unless and until sufficient reasons justifying the variance are provided. 6.5 PERMITS ' Tne application for and issuance of permits as prescribed in this Ordinance shall constitute the administrative mechanism for the enforcement of the provisions contained herein. Such permits sh01 be non - transferrable absent approval of the Public Works Director and limited in scope to the specific activities for which they are granted. 6.6 PENALTIES The following penalties shall be applied in whole or in part for the violation of permit conditions contained in this Ordinance or the failure to obtain permits required for activities regulated by this Ordinance. All remedies shall be considered cumulative and in addition to any other lawful action. Each day that a violation of this Ordinance is committed or petmined to condnue constitutes a separate offense to which both the civil and criminal penalties set forth below shall apply. A. CIVIL PENALTIES 1. The violation of or failure to comply with any of any lawful order or requirement of the permit made in accordance with the provisions of this Ordinance is a civil violation. The provisions of T.M.C. Chapter 8.22 shall be used to enforce this chapter in addition to any other procedures authorized by the T.M.C. It shall not be a defense to the prosecution for failure to obtain a permit required for this Ordinance, that a contractor, subcontractor, person with responsibility on the site, or person authorizing or directing the work. erroneously believed a permit had been issued to the properly owner or any other person. 4.2 INSPECTION SCHEDULE AND D REPORTS A. Prior to issuing a Land - Altering Permit, the applicant shell submit to the Public Works Inspector for approval. a proposed inspection schedule. B. At the Public Works Director's option, "as-built" certification by a registered professional engineer licensed in the State of \\'ashington shall be required to certify that the facility has been conscucted as shown on the "as- built" plans and meets approved plans and specifications. "As- Built" plans may also be. required. When required. these elements shall b submitted prior to permit sign -off. C. The Soils Engineer's final report, if required, (e.g. for placement of all s — uctural fills) shall be resubmitted prior to final inspection and permit sign -off. D. Upon completion of all required project elements. the pennittee shall reques: a final inspection by contacdn_ the Public Works Inspector. The permit process is complete upon sign-off of the issued pe.rm:(s) by the Public Works Director. SECTION V. SYSTEM./PROPERTY PROTECTION 5.1 DETERMINATION OF RISKfr AZARD If the Public Works Director determines that a sirnifteant ^ski of accelerated erosion or off -site sedimentation exists due to permitted. land - altering ac i�'1 ies he /she may require a revised plan. Pending the preparation of the revised plan, work shall cease or may continue under conditions pr -..d by the Public Works Director. 5.2 EMr RGENCY ACTION Whenever the Public \Works Director determines that the act or intended act of clearing, grading, excavadon or fill has become or will constitute a hazard to life and limb, or endangers property, or adversely affects the safer.. use or stability of a public way, drainage channel, Sensitive Area or Buffer, inluding siltadon and sedimentation therein, the Public Works Director may initiate all required actions to prevent or stop any land-altering activity. The developer or person conducting or intending to conduct the land - altering activity, upon nodficadon by the Public Works Director shall, within the period specified therein, terminate such clearing, grading, excavation, embankment or fill. SECTION VI. GENERAL ADMINISTRATIVE PROVISIONS 6.1 LIABILITY. Liability for any adverse impacts or darnages resulting from work performed in accordance with any permit issued on behalf of the City of Tukwila for the development of any site within the City limits, shall be the sole responsibility of the properr owner. • 6.2 SECURIT1 S. For developments which may involve a risk of properly damages or possible hazards, the Public Works Director may require the deposit of a financial security (bond, note, letter of credit, etc.) with the City to mitigate darnages should they occur. Tne following provisions shall apply in instances where such securities are required: A. Securities shall not exceed the estimated cost of constructing and maintaining those improvements which are the source of the risk or potcndal hazard, provided that, in the case of land - altering activities which do not involve expenditures at least equal to the cost of remedying the possible adverse impacts of such activities, the required security shall be caul to City Staffs best estimate of the possible costs directly associated with remedying the adverse impacts to public or private properties not associated with the development. B. The amount of any security shall not sere as a gauge or limit to the compensation collected from a propeny owner as a result of damages associated with any land - altering activity. C. Securities shall be retained until the completion of any project involving land - altering activity or following a prescribed vial maintenance period. D. Securities and/or financial assurances provided in accordance with this Ordinance may be redeemed in whole or in part by the City of Tukwila B. CRIMINAL PENALTIES. Any person who knowingly or willfully violates any provision of this Ordinance, or any rule or other adopted or issued regulations pursuant to this Ordinance, or who knowingly or willfully initiates or continues any activity for which a permit is required, except in accordance with the terms, conditions, and provisions of an approved plan, shall be guilty of a misdemeanor punishable by imprisonment not to exceed 90 days or by a fine not to exceed S5,000, or bo :h, at the discretion of the court. 6./ ABATEMENT. Any structures, work, facilities, excavations, fills or other activities which are constructed, reconstructed, operated. or performed in violation of this Ordinance or any lawful order or requirement of the Public Works Director pursuant to this Ordinance, shall be deemed to be a public nuisance and may be abated in the manner provided by T.M.C. Chapter 8.28. 6.8 INJUNCTIVE RELIEF. A. Wherever the governing body has reasonable cause to believe that any person is violating or threatening to violate this Ordinance or any rule or other provisions adopted or issued pursuant to this Ordinance, it may either before or after the institution of any other action or proceeding authorized by this Ordinance, institute a civil action in the name of the City for injunctive relief to restrain the violation or threatened violation. Such action shall be brought in King County Superior Court. B. The institution of an action for injunctive relief under this section shall not relieve any pa. -ry to such proceedings from any civil or criminal penalty prescribed for violations of this Ordinance. 6.9 APPEALS. A. APPEALS TO DIRECTOR - Any person aggrieved by the action of any Public Works Staff designated to enforce or administer any provision of this Ordinance may appeal spch action to the Director of the Department of Public Works for the City of Tukwila. Such appeals may be in person or in writing and shall be made within fourteen (14) days from the date that the action subject to appeal was initiated. No appeals to City Council, as described below, shall be heard without prior determination on the subject of such appeal by the Director of the Department of Public Works of the Ciry of Tukwila. B. APPEALS TO COUNCIL - Any person aggrieved by the action of the Director of Public Works, as a result of the disapproval of a properly filed application for a permit variance, a wrinen notice of violation, an alleged failure to properly enforce the Ordinance in regard to a specific application, or the denial of an appeal to the Director of Public Works, may appeal that decision to the City Council. That appeal shall be made in writing to the City Clerk within ten (10) days of the Public Works Director's decision and shall state the reasons for the appeal. _ The City Council shall affirm, deny, or modify the decision of the Public Works Director within ninety days of the filing of the appeal. Prior to making its decision, the City Council may hold a public hearing. Appeals of decisions made by the Building Official in reference to the application of this Ordinance shall be made in accordance with Section 204 of the U.B.C. SECTION VII. SEVERABMITY If any portion of this Ordinance, as now or hereafter amended, its application to any person or circumstancesis held invalid or unconstitutional, such adjudication shall not affect the validity of the Ordinance as a whole, or any section, provision, or part thereof not adjudicated to be invalid or unconstitutional and its application to other persons or circumstances shall not be affected. SECTION VIII. EFFECTIVE DATE This Ordinance shall take effect fifteen (15) days from the date of publication of the attached summary which is hereby approved. ' PASSED BY THE CITY COUNCIL OF THE CITY OF TUKW LA, WASHINGTON, at a Regular Meeting thereof this 4_" day of 7!4t ( •:!ft, 1991. • /; y' ) Gary L. Van Dusen, Mayor ATTEST/AUTHENTICATED: \dy. l �i ✓tip!. ,J ae E. Cantu, City Clerk / APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY: f FILED WITH THE CITY CLERK: -? - - 8 - % / PASSED BY THE CITY COUNCIL; .3• 1. 9 / PUBLISHED: .F — /CJ•• °! / EFFECTIVE DATE: ; ...; S - % / ORDINANCE NO.: / 5 5-/ • SUMMARY OF ORDINANCE No /5 G/ AN ORDINANCE OF THE CITY OF TUKWILA, WASHINGTON, REPEALING TAT PORTION OF ORDNANCE NO. 1341, SECTION 4 (PART). SPECMED IN THE TUKWILA MUNICIPAL CODE AS CHAPTER 16.54 AND THAT PORTION OF ORDINANCE NO. 1547 ADOPTING APPENDIX 70 OF THE. 1988 UND ORM BUILDING CODE, . ESTABLISHING • NEW REGULATIONS AND REQUIREA'LN FOR CONDUCTING LAND- ALTERL•\G ACTIV111t.S WITrILN THE CITY OF TUKWILA, AND PROVIDING FOR AN EFFECTIVE DATE. On `i/Zet. t.'e_ /4' / the City Council of the City of Tukwila passed Ordinance No. ./ / , repealing Ordinance No. 1341 Section 4 (part) and a oo-ion of Ort_narce No. 1547, - ppen;:ix 70 of the 1988 Buildinc Code: es:ablis� - requirements for land - altering activities, and establishing an effective date. The full text of this ordinance will be mailed without charge to anyone who submits a wrirten request to the City Clerk of the City of Tukwila for a copy of the text. APPROVED by the City Council at its meeting of - `-- ° / , • t �r- fane E. Cantu, City Clerk • Published: Valley Daily News - SUNDAY, MARCH 10, 1091 GLOPE•WEJS 9 OUT 4 NUMBER, SUBDIVISION OR NAME DATE 134:101 oaa1 TAKEN BY NUMBER, SUBDIVISION OR NAME i 1 DATE TAKEN BY I NUMBER, SUBDIVISION OR NAME i TAKEN BY DATE left elev. I/8" 7 130 D.ORI.• Ss —via 4 • es• Cer-Ag 5boace rear elev. 1/8" front elev. elev. I/4! n MINIM nIMMN• FINOMMO■ neli• F EIMMEM FINMMIMMIM 1 1■••••• n•IMME, 71.1■1 E■■■•■ r aM■MMW rOMIN■ FEMIN••■• • 7 OliP C•osonott`y To de PIO! A fsw lfove o, Roof WoreliN 10.-0" 4EQUIRED APPROVAL PERMIT AND • SEPARATE 062g4- Mi(l right elev. I/8" Rio K.—F-AeLLiA I -1 1.?/_ ft:f.vt: By Dede Permit No 10 RiC VALID MY OF TUKWILA ^D PROVED1 iu 8 92 • 4 4 ,4 IN SION FILE COPY )12)understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not a he vio(ation of any adopted c e. Receipt of contraC copy of ap acknowledged. ............. ,.....— t nEcDvED CITY OF TUCWILA JUW 2 2 1 PERMIT CENTER e Drown By: Snout MIRY Lf f MT HAS KM NANO TO IMMO 1M ACCURACY Of MIK MARINAS •Y CRAM SCUM Pic.. mem Ps amitimal OSSIMS TM TO MOTU CUM. Plan Ng. MILL MCI 1 116 rum ALL A161•8•11. NNW" how•Ria•1646 0.••••• 01•1 Awl* fel f sigma& Iwo ••••■ iti• tow Oftw.. WOO. it"" . a-,,...,,Ngip,„„ sm Um 01Tais AM Mao Ramo is Louisa To A Igmeml Pcmci Os *A• eta uissm. ••• fa TissCuselmAd• CS Om NsWON• My We. Skims cr Illis•uwe 01 rei - - 013289 1 I bt5i ON 3 w/.•./ r UEF5401 -I•, mcia- -riy pd -oil N WA- living _ ZewLi.. \. viALL -. C.i.6 w/ o/,5 K &4./f3 r „LC. RAPE FILkIcJ-IOW) garage 2'(o 2 '4 s °6- 44 skit 4' a" 2' .. 2 =W .. - H 3 t. If y $Io H• - amily .b°W 4L0" 40=0 32=0" .main floor ,plan I /4 " Location Minimum at'.25 w.g Kitchen fan 100 CFM Bathroom fan( _ ) 1 50 CFM Laundry fan I `'30 CFM Q 50 CFM (1 -2 bedrms) Whole house Ian° • 80 CFM (3 bedrms) (choose one) V E>A- W 0 100 CFM (4 hedrms) J 0 • Ttip tcAL 4 t U. AR - ()AL- 66FiEDULS Naffs 14 a �° 4-10LOD4W- AT .∎ &,C 1�� � e'� 11 40 ® K tv LJ�sAS-IDIALE N0 E. 1 . RE„ E ?:[!J CITY OFTUI It-A JUN 2 2 U2 PERMIT CENTER GENERAL NOTES •All licences lobo: b.0' //2 DF or 0,6" N I OF (2s0 sludwalls) Raises otherwise noted. •AII exterior & oara0o warm wells m he 2.r6 studs, •Cnolmclor shall check and verily all dimonslons prier 10 cOnslruellon. /, Seo shed S.1 & 2.21m conslhrcllon & uniting specillealions. •All interim wails over 5 -0' rotor 10 note 412•2 •ulrll ors & downspouts to be provkled as required by cafe. -Double laisl under all paralleling walls (11 over 6.0' nr 6' -0" Ihai do no; slack over walls below or special beams) and nail 100elhar with 1 GtI al 12" o.c. slag- goring between members. -Alt hobs must extend 3/4" min. above title. or single mrxlsias lm washers and nuts. (Z)I- loll /611- etzvkl�T2zlPo(e, EcaLl"L Q IeloTE4 • DE'b - 2 P1-. e-frb FAT T° 1-Ii 4f9"*R' rz LA C s itsr 'bSCdll. f EVERY EFFORT HAS EEEN MADE TO INSURE THE ACCURACY Of THESE MARINAS OR CRANE 0ES100 INC., HOWEVER THE CONTRACTOR SHALL CHEER ANA VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION CITY OF TUKWILA APPROVED `JUL $. 'O .I � .li+ BUR!_ - 1 . DI ISION vorsio14, riAN Fl-uoR- g1.2 l� 4.1.42449E- 4.21#fp - r 'r ...l.mp - 1(4.2 AAIOe0R Desoto. ArrsnQeinsnl4 Domino, Mid Plan Sit Forth On This Snort Aro The Oq W04Wok Prolog COL O 0l006F. Anne P100.I0 e0GotID &OrL end UM OI TM Saki Work Product k United To A SNOW Praises (MTh. Perroeaeor, end For Ow 000Mnrtobn 00mo Wtriedlo Apo Usd, Ruin Or Mobster* 01 SMd PIen.ReoloOUMWnik Ideas. DoolohoMV O/07 ArropernaW O1kirlkenCow Dolts 0000IOPOInMM M L OYVAID06ITMNMORAPUnHOSR dDIM WRNS 1• •••• Drawn 8y: 5 Plan N0. 013289 t lo ca 1 . lo' to /0 - P!' 32-® upper floor plan I/4 A GENERAL NOTES •All handors to be: 6x6` 112 DF or 6x6' 111 OF (2x6 slalwells) Unless olhorwlso noted, •All exterior & (imago warm walls lo 60 2x6 shirts. •Contractor shall check and wilily all dimensions prior to conalrucllon, > Soo shoot S -1 & S -2 for construction & nailing specifications. •All Inlorior walls over 5 ralo( to nolo 4/S.2 •Gutters & downspouts to bo provided as required by cad), •Dnublo lolsl 110(101 oil paralleling walls (II over 5•.0" or 6 that do riot slack over walls below or special beams) and nail Woollier with 16d a11 o,c. slag. paling bolwoen members. MN bolts must oxtaad 3/4" ruin. obovo 1bla. or sin6lo madsllls for washers and nuts. IIECE Vi L) CITY OF TU U ILA ..11N221 2 PERMIT CENTER CITY OF TUKWILA APPROVED " ! ' Y I 1 T MAT EFFORT *MS OEEN IMOE TO INSURE INC ACCURACY Of THESE. CARVINGS sr CRAW DEMON 10 1• • 00KEYts THE C3IITMCT00 SHALL CHECK AN0 YEOIIT ALL .OENENSIONS (0600 TO 0006TMICTION AM10ASw Goon ammo, And wens M1 Far* On TTNO low %w The Or•NO1WOO. tereldMMOtOt•HM iRAMA0ot110 001Ka•OEEtK and We Pm The duol M LMMid T.Asoo0mod IMUd G711eo I01Or, sad few The CosomolissCV Cleo ORIO1O0 A4 Ilia Pam or als MEY1001 Sa qwe! rA .OAprWwdl•M.MYY•DwpnoMdlOrmeees MM001et10asagoo ee,filmdMPOINtaaEPIM MYie.M• 101 g St Jill • ••• 1 e �eAe�eeeev aisoio. 1 013289 MITEg -t ;Te kP QFc-1 �tr+w eA2- DaDic, s IJ Qx.ic� RAO —1ST' C, ILo o.• J 3 Co J l° Ll J 3 J Q tk 0 SECOND FLOOR FRAMING PLAN 1/4" GENERAL NOTES •All headers to be: • 6x0" 1/2 OF or 6x6' 111 OF (2s6 sludwalls) Unless otherwise noted. •All ealp for & garage warm walls to be 24 studs. •Contractor shall Check and verily all dimensions prior to construction. ,D See sheet S -1 & S -2 or conslnIDlion & nailing specifications. •All interior walls over 5 -0" refer to note 4 /S •2 'Gutters & downspouts to be provided as required by code. •Double foist under all paralleling walls Of over. 5.0" or 6 -0' that do not stack over walls below or special beams) and nail together with 16d at 12" o.c. stag. gering between members. •Alt bolls must extend 2/4 min. above cede. or single muds:lls for washers and nuts. CITY OF TUKWILA APPROVED `JO 8 i rl,r RUI!_ +ING ISION r,IICL. -i) CITY OFTLp WiLA JU 2 2 PFRMIT CENTER l 1 I I I -I I I I I I - I -I 1 -I Cg IL Q { � (2)hfPA ge 11_ =( ®111H •�lNE■ImI 1 I Ili Lena _ -540v. Dae4 I r' parr I 1 �Ib 11 �� y i 1 � • I r (�{ott I Ni g 1 Cr • x F S I C �, I I I I • r c r- e6 III 1_ _: gow= mewaSVII6MINIMMEM MI ==g;115k LVIA Co dew% DETAIL*G Ski 15 rr 3 /0 "I 5'4" 5 5=4 5 -4 Co Br1 /A' 3" R•CI 1 I s " STEM 8.-". Arc, • DETA s 4 -o T lot -c>" 29; ba co Jl' I{o1vl.! 4 O' - -o " 3e o foundation plan 1/4" 12. Oii d #Cp 3/4 C2)H PAN •D 22 Zo=o ' 15/4 Seal GENERAL NOTES •All headers' ifs be; i. Sx6 #2 DF or 6x6" U1 DF (2x6 sludwalls) ti ee. ^s otherwise noted . •All exterior & garage rearm walls to he 2x6 studs. •Crmuactor shall check and verily all dimensions prior lu construction. See sheet S-1 & S -21or construction S • r, nailing specifications. •All interior walls over 5.0' refer to note 4 /S -2 ti utters 6 downspouts to be provided as required by code. •Double joist under all parelleling walls (it over 5.0" or 5-0" that do not stack over walls below or special beams) and nail together with 16d at 12" o.c. stag- gering between members. All hoes men extend 3/4 min above rdllc. or single mudsills for washers and nuts. CITY OF TUKWILA APPROVED CITY OF TUKWILA J 'J 2 2 PERMIT CENTER EVERY EFFORT HAS KEEN NAOS TO INSURE THE ACCURACY OF THESE DRAW (RCS KY CRANE DESIGN INC., HOWEVER THE CONTRACTOR SHALL CHECK AND VEal,Y ALL DENENSIONS PRIOR TO CONSTRUCTION. AN Ideas. Oeegns. Arrangements. Drawings and Mans Sat Forth On This Sheet Are TM orlg.nal Work hednd OL eemed ay. led Are The PIdaany W Cram Design. awl Use 01 This Said Work Product Is Limited Tee SPOOKIed Propel 04 The Purchaser, and Fos TM ConatruetiOR 01 One WOd4R My (8N. Neuss as DbNOSHre01 Said Plena. Rapodudbol Ideas, Doe!0CW Mad* AmneamentH0lherThen Carte Design ISSWIDITY ed FM Law WllhdWTM Minot Pan.uesional aim Oeegr% u ' a : x $ • W • o3;0 771.1E -,— Drawn By: -ate Data 11 -19 -86 Shoe: 4 of 5 • 1 24' iZt e," sink wall 3/8" '/4 - 1 . 16 PLYv./OoD CQ.a. ) (iW 34" Z4" (1 ) 24" SECTION THRU LIVING 1/4" Z4' = c>" range wall 3/8" If T z..(10 PL..lsr eda Mir *to ■ • • • • - • ■ . • • 2 O ON. "TYP4.44. 1 section thru 3/4" CITY OF TUKVVILA APPROVED rj1j i 8 .1111 1992 A I n! SION RECEIVND • CITY OF TUKWILA JUN 2.2 'Ll2 PERMIT CENTER EVERY MOAT HAS TUN NAN TO INSURE THE ACCURACY OP THESE WAN= OW CRAW RESTOS INC . • INC CONTRACTOR SHALL CHECK MO noun ALL DEHEREIONS PRIOR 90 MISTRUST ION. DHYPERA. Amsnpoinsats. Drawings awl PUHA SHI Posth OR TRH ROHN Arita °VAN Wolk Presto Maimed ft. MOMS TRH PRIOREIVIT Cam* ITIETOTT._ RAO IIHR alba IMPT MITA PTRELA.O 10 WHIRR TOR ORROIRTIR 01 PuoileRRO RHO PER The CRTMVUOURA 0106B Owismc Uaa, Nam et Oftsismrogl SakIPIARRARonxiudionk Lissa. C1101TY PesWOr Hiyangsmenis &MT NA bans WHO *TOW hohibleTwa ITIEHTVOUTTallow&RTIOWNHIRRITTaCom bug& P1 I0 4 Plan Va. 013289. e 1Z" RoFre.AS Q Z¢ ", 'llf,'l sic II1 t,bFM6. prpR Q.4/ TRJ)S _Sr • 24-" 0\1E4'14,4,46 Z'' O VE2 n' -A,vC, ROOF PLAN 1/4" 7kcisses G'24 " o.c. Zx " C<..v 757 *z»6. C Z4' . C . MFC� TRUSS G Z4 " 0-C , TRUSS NOTES: ALL TRUSSES Shall carry manul. stamp & be installed & braced to manut. specs. Will not be held altered without prior BLDG. DEPT. approval of engineering calcs. Shall have design details & drawings on site for held inspection. All beams & headers to be 6 x B U.N.O. Provide screened blocking over supports. Shaded areas - Irame over. CITY OF TUKWILA APPROVED JUI E ` 992 It. Lila n! it . SION CITY OF 1U DECER1-K A JUW 2 2 PERMIT CENTER P P M 9 O N O CC N on • Ot Pi L Glt z . � ce to en so v IN 0 m C C E Z a Q Y 2 52 4.4. • U DRW N i ,/1 Dd.it; REV SHEET 5a 013289 Oh' PLAN NUMBER CPI= SEMI" Na. 1ilem* *L 1JSML RIMS 10 WWI. Tiffs OPIET • aaSI■b'T TO 12111011M. wooMpM101c M CNE STORY FOWDATIOhIO STAIR SECTION ISM Otairelde Shat 2x6 STUDS •16' 16d•VOt. Idd • 4 OC. •d• 4' Oa MAX. WERE BMOC vEN. - PROVIDE 4• LIP 6' UNDER JOIST GRADE 44 CONT MBAR • 33' 0.C. (VIORT.) TYP. TWO STORY FOUNDATION O RIM .JOIST 314' TAG PLY. 64T. OR OJ90. R -19 INS. FLOOR JOIST PER PLAN 5/6• x10' A1S.•4' MAX. O.C. I wm4 412' OP COMM UNO 2x6' PT. MUDSILL 2 - , 4 CONT. RE6AR f MIL. ¥ISCUEEN �— vAPOR BARRIER 2 - .°4 CONT. REDAR 3'.1 NOTES. L DIAGONAL STL. ORACING TOP PL. ONLY LOULER PL. SOLID 154410. PER UDC 23111g) 3 2. INTERIOR WALLS TO DE 2x4 CONSTRUCTION TYPICAL EXCEPT • PLUMBING s GARAGE SEPARATION immaimmom INESILIN R -10 MO INS TYP. GARAGE FOUNpATIONO TYP. BASEMENT SLABO VitiVIVi! 71 VA! 00 6'10 14 JP " - R•� EIATT IAR. SUPPORT SEAM PER PLAN 2x6• CLEAT (EA SIDE) OR SIMPSON PM TIE (PC TYPE) 4146' SUPPORT POST PAO PELT t/!' DIA. x 3• DRfPT P*4 i MIL vISO. 1N TYP. POST 4 15E,4M PETAL® CITY OF TUKWILA APPROVED JO s 3!_ LD.N D ISICN GRADE CONC. BIER -PER PLAN (OR PS POST ANCI.4OR) F.4: CITY OF J JIA „r 22 a PERMIT CENTER SSA SLIME SS 1ESEIQI* pi LEGAL M/11610 IMIMIIL ON 1NS 'NET — SUSECT TO OARINAL IRKNISOIT1014. PILLION • AT SLIDING DOOR LET 114T -22 TURN NM WADER (AS PER PLAN) c F� TIE ixf x1 DP MULLIONS SEE PLAN FOR POoivibLE SIZE INCREASE (2) 2•6 ST -22 TIE STRAPS 3i MPS •Ii'OG 2 ANGLE TIES 14' PLY. NAILED ad • 4' OZ. (EDGES) 4 •' OZ. IPELD) ALL EDGE* BLOCKED 16d•6' 236 SOLE PLATE d' IMAM vART - SEE PLANS) I i I 111111MMONSI NOVI — N D - j SIB iF Ommluif AM *Moo Pow To QonsiYe1M. U2• PLYWOOD OR OkB. OVER 30' PELT VAPOR BARRIER 2•6 STUD WALL SOLE PLATE NAILED %W 1641 • 1 OG. STAGGERED. PROVIDE BLOCKING • RIM JOIST Mg • PLOOR JOISTS AS PER PLAN PLY. SPLICE SHOULD BREAK ON COPFICN !'EMBER FOUNDATION ! RETAINING WALL RV 1O 4'-0' WOO FM Mir NNW Sd • 4' OC. • SOLE PLATE. RR1 JOIST 4 TOP PLATE DIAL TOP PLATES 2x6 STUD WALL BATT INSULATION (TYP.) ▪ x10 Ad. •36 2x6 P.T. DP MUD6ILL Sid • •' OC. 44 DIA STEEL CONT. NORIL • a` O.G. DIA. VERT.•24' • IS' OZ. 2w6 PINNED WALL WV a - M INSULATION 4' CONC. SLAB POURED TONT AGAINST WALL - 4' GRAVEL PILL UNDERNEATW TFEIl1AL BREAK R -10 I IGID INSULATION 2- 4 4 DIA CONT. 3'UP -3'N NOTE, USE PULL 1' WALL. WHEN DIRT RISES ABOVE 4' UP ON WALL TOP VIEW (2) LID DIA x10' MN. OR P • SNEAK WALL. (2) 3/1' DIA x 10' IW DBL 1•6 MUDSILL* 4' CONC. SLAB OVER 4' GRAVEL PILL RADE BEAM AT GARAGE 9/1' DIA x10' BOLT • 36' OC. W/ 2x4 P.T. MUDSILL 5/1' DIA x IC' Aa.• - 3 STORY (11.4-1ERE PLYWOOD USE WO' DIA. x10' BOLT •32 W/ 2x4 P.T. MUD6ILL) d' 2x6 STUD WALL 6' CURB 6° WIDE - CONCRETE SPLICE - F ANY 4' CONC. APRON 2 - DIA CONT. 3° UP • 2' DOUN I - ' 4 DIA. CONT. 3' UP sG1 a - o �� 2x6 STUDS • IV O.C. • 3 STORY. 2x4. 1 4 2 STORY <' CONC. SLAB OVER 3' GRAVEL FILL .4 MIL_ ViSCI EEN IW r SAND OVER • LIVING AREAS 2 - '4 DIA. 3' UP t 2OR3' T(NTEo R BEARING WALL a il SLAB s TOP PL.'. 3 4x OR ix IdDR 1/2' BOLTS • 36` O.C. 2' DN. FROM TOP OP ANGLE WOOD STUD FRAME WALL SWEATWING I' AIR SPACE (29) NON - CORROSIVE METAL WALL TIE6 • 2' MAX. EA. WAY WOOD JOIST SYSTEM CRAWL SPACE OR BASEMENT � tier - -4' x$'x2'BRICK 4' BMOC VENEER i' x 3 1/2' x 13/16' A36 STEEL EXTEND TO 3' OR 6' BEYOND OPENING 4 10' CONC. STEM WALL, FOR S' OR LESS= SPANS USE L8'x3Vl'•1/4' STEED ®NONEARING SHEAR WALL FTG. ®TYP. BRICK COLUMN AT ENTRY SEAL WITM TRIM OR CAULK FLASWNG /-3/1' DIA DEEP WOLE$ 2' /1210 C. RL PERMIT CENTER FPP � i tt �i 6 ��� p � J ` � �6 ssit � ; j ! �'P� � j�j 3I j " I; o ��I I I ° . � " E� ; � �� � � �E � � � � ���� �� � � � �� � a Et a � i s 1 � 6tt t �'t � , (srsA� a� li� �� 8 i �� i I'' • ���ii ih � �' � �F� i� a• •'au � a � res . y s' t � an F i q h I i ► �j� E E � + i3 !Pk �! � I t � � �� � B� B �E! i ! �� i ( 63 1 ij d 1 3 h ° II" i 11 ES � � i ��H � Al � ( j� • r j jj t 1 11I ! t 1 I t Ry� � g v i ' 1 . <> 40 06 Pi Mit q bil Fil 1 1 11 i iir fi 15 !Id d il i q li $ iii 4 i I P Or/ I I I PI ! 1 ild OM ! f li 11 I gq i yi g? lid op i i di i 11 11 11 I ye sillil PI 0 I; g 11 Oil " 11 rd 1 14 Ito% 1 ;; i6 ! lit M i 1 1 gi Ig a i I M ► r } 3 � il 1 in 1 iiiIi 1 Ili 1 A ill! d r 1: I 1 y ii I h 1 ON Fi IIP 1 1 " it li .;s 1 11 iii t 1 I I: q n ;:: ,I I 'to PO 11 ' i iii 9 J , i t: I $ .1 9 tqli 1 I ; i 1 1 POP - I i i ° Ili 1 P 11, iptai isql C g i er 011 � gip a 0. � E 11 1 1 11 ! E Lil ; ; I 0 � � if, o� 1.1 � .a � aS � 4 ! ; Ili ; III I I I 1 4; 11 1 11! 2 0 2 I W I& .;Hoes cornet SHEET MALL ea MINOT TO ant. en Faxon NIp IOM. 11 k:, V s • PI P P> I Or;% 01011A1 l!.1 ;1 :1511/1 P111/11 hi° l iliOggl 11,00 riti41 441111 I l ; . jig ti i 0 P 111(1 Pi 1 41E 4 N I ai 41 1 I k! Y qi 1 I ;4 -1 - Fli s YO"'�Yh 1111 r r 1Z!!::Rg r!!!! ill[(lieleirillgIg911 ! ill! 11-1 6.•) ?i•PV ?la It ? r 1411?al 1511_1112 io $ ft Aeo 0 P 4i li i!E S 1 1 1 1 1 :4 I I age WM Ne. RIDNIRI 8 MIK IMMO10I ATER AL MOSS MKT — SLOAN 10011110/06 PACOICYIION. * l L ALL STRAP HOLDOIINS SMALL OE INSTALLED PER MANIPACTINEERII SPECI ICATIC N$ INCLUDE° CORER INSTALLATION . TWO NOLDOUNS CAN BE USED AT EACH COINER TO MEET THE REQUMID LOAD. 3. ALTS ATE TYPES OP APPROVED HOLOCENE! CAN OE 1JOED IN PLACE OP STRAP MOLDOWN•. OMIT DETAILS FOR APPROVAL. t logratemgeopre - I/2' PLYWOOD Wl Sd NAILS •3' OOC. 4x POSTS OR (2) 2x STUDS MOO* CAPACITY STRAP MOLDOUNS • BACK OP POSTS OPTIONAL LOCATION • IRONT OP POSTS (J) 2x PLATES 2x P.T. SILL. PLATE SN'DIAk CENT. Y .° CE o MWR * WYBki L ALL STRAP 140LOOlW4S SMALL ME INSTALLED PER MANUPACIUIER'S •PECPICATIONS. INCLUDING CORER INSTALLATION . TWO NOLDOWNO CANOE USED At EACH CORNER TO MEET THE !FANNED LOAD L ALTERNATE TYPES CP APPROVED HOLOCENE CAN BE USED IN PLACE CP STRAP HOLMIUM& anew DETAILS FM APPROVAL I TRAP WOLDOUtv6 AT OPTIONAL LOCATION 4x POSTS OR (2) 2x STUDS • MIN. 24' O.L. 1/2' PLYWOOD W/ OM NAILS •)° OZ. )S00• CAPACITY FLOOR TIE ANCHORS SRS' DIA x G' AB. (2) 2x PLATES �— 234 P.T. SILL PLATE 3b00 CAPACITY STRAP WOLDOII NS S * UT ,& L ALL STRAP HOLDOWNS OMLLL BE INSTALLED PER MANMPACTURER'S SPECIFICATIONS. INCLUDING CORER INSTALLATION . TWO NOLOCUNS CAN BE USED AT EACH CORNER TO MEET TINE REQUIRED LOAD. • 2. ALTERNATE TYPES OP APPROVED MOLDOUNS CAN BE USED IN PLACE OF STRAP HOLDOWN S. SUBMIT DETAILS FOR APPROVAL. ANEL AT FLOOR OVER CRAW_ SPACE PANEL AT FLOOR OVER PONY WALL HEADER AT CORNER O NOTE. ETAIL EMINIM M LATEINIL IESRRWT PAWL) 2x4 TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 3' OZ. BILL 2 - 2x STUDS NAIL SHEATHING TO EACH STUD Sd NAILS AT 3' O.G. ALL PLATES HEADERS 4 STUDS :1 :MIN. I APA RATED SHEATHING W MENU ' 24/0 EXP. I L -- J i 2 2x4 BLOCKING AT ANY PLYWOOD JOINT APPROVED INOOKED -END WOOD TO CONCRETE CONNECTORS WITH �', M YAM. CAPACITY (PIEN.) -344 - -3 2x PLATES • NAIL SHEATHING f1 • , �'._ " , Lt TO EACH PLATE I/!' DIA'A3. - 1' IMBEDP€NT CONTIN<JOUS FOOTING OR SLAB EDGE FOR USE IN GARAGE END WALLS AS SHOWS. IF A FLOOR INTERVENES BETWEEN POMNDATION AND BRACED PANEL, THE PLYWOOD SHALL. OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDOWS. BOLTS AND PLYWOOD NAILIN AS 81-04 4. 'P USED ABOVE PONY WALL USE DETAIL. • . S • Z DETAIL NM LATERAL liEST*4 NT PANED WEADER SPLIC 24' 000• CAPACITY STRAP TO 3m• 1 * Rd NAILS •) ° OG. 4a POSTS OR (3) In STUDS 3x BLOCKING • PLYWOOD JOINTS CITY OF TUKWILA APPROVED JO L 1.'2 li A I I 2x4 TOP MUU DI 'ii ISION HEADER NAIL SHEATHING TO WADER 3' O.C. bill 2 - 2x STUDS NAIL SWATI•►INS TO EACH STUD ad NAILS AT )• OG. ALL. PLATES, HEADERS s STUDS APA RATED SHEATHING 3m' MIN. 24/O E),I 2 2x4 BLOCKING AT ANY PLYWOOD JOINT APPROVED MOOKSD -END WOOD TO CONCRETE CDSSCTOIE WITH 2400' CAPACITY (MEN.) -41.- 4 - - -2 2x PLATES • NAI1. SWATHING - pi, ;% 4 .'P TO EACH PLATE % •.• `• I/)' DIA. A.D. - 1' reaprinw .-- : - CONTINUOUS FOOTING OR SLAB EDGE NOTE. FOR USE IN GARAGE END WALLS AS SHOWS. P A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE MOLDOUO, BOLTS AND PLYWOOD NAILING AS SHOWN. IF USED ABOVE PONY WALL USE DETAIL • CITY ca . 2 2 ,,,- PERMITCENTER 11111111101111111111121111111111:11 i 8 RECORDER 'S CERTIFICATE flied for record this day of ......, 1992 at ....M In book of at page at the request of Mgr Supt. of Records 1" = 20 TORO DETAILS SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction In conformance with the requirements of the survey recording a a cct at the request v of ,.+,r. cV Ifi ` i.4: 2 hn D. Dunaway P.L.. Certificate No. 22688 WAC 332- 130 -090 WAC 332 -130 -100 LEGEND SSMH RIM ELEV. 935.75 I.E. 10" S. , E. & W. 925.70 Sta: 0 +15.00 Offset: 11.16 R SSMH RIM ELEV. =938.36 I.E. 10" N. & S. 930.66 Sta: 1 +55.87 Offset: 14.53 R TOPOGRAPHIC AND BOUNDARY SURVEY FOR N. W. DEVELOPMENT 03 CO 15 "R. C. P. I.E. N. 959.82 I.E. S. 968.25 SSMH RIM, ELEV.= 981.72- - I.E. S. 10 971.42 I.E. E. & W. 8" 971.42 Sta: 5 +30.15 Offset: 14.41 R e 5 +00 1 +00 30' 00 = CONCRETE MONUMENT FOUND 30' PP • = REBAR AND CAP SET LS22688 UNLESS OTHERWISE NOTED EXISTING FIRE HYDRANT 2 3 28 N 88'28'57" W b 156.05' 0 27 w b 0 26 p 156.05' 156.05' 25 z 156.05' 24 14- 88'28'57" W 156.05' \--END. LEAD & TACK 0.24'S. BY 0.23' E. 22 4 5 6 7 0 4) 8 0 0 9 10 11 12 13 14 m 0 N 89'42'00" E 430.27' MON. NOT END. S. 130TH STREET END. 2 "X 2" W /TACK GOOD LINE & DISTANCE OWN. BY MJM CHKD. BY JDD BLOCK LAYOUT 1 "= 100' TOPOGRAPHIC AND BOUNDARY SURVEY OF LOTS 24, 25, 26 AND 27, SPRING BROOK ADDITION TO RIVERTON, RECORDED IN VOLUME 16, PAGE 57, RECORDS OF KING COUNTY, WASHINGTON. BASIS OF BEARING CENTERLINE S. 130TH STREET PER THE PLAT OF SPRING BROOK ADDITION TO RIVERTON. BOUNDARY WAS ESTABLISHED BY FIELD TRAVERSE EXCEEDING 1 IN 10,000 EQUIPMENT USED: LIETZ SET4 —C TOTAL STATION. DATE 6/17/92 SCALE AS SHOWN EXPIRES: 4/14/93 SHEET 1 OF 1 60' 60' RECEIVED CITY OF TUKWILA JUL 1 6 1992 PERMIT CENTER DUNAWAY SURVEYING 23213 53rd AVENUE SOUTHEAST BOTHELL, WA 98021 (2061 48 -1530 JOB No. N.W. DEVELOPMENT