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Permit B92-0152 - LA PLANTE RESIDENCE - NEW SINGLE FAMILY RESIDENCE
!ft LN P NTE ° CdNi Dv5at. City of Wm/ill 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: B92 -0152 B -BUILD NSFR 4053 S 151 ST 004100 -0605 R1.72 V -N GAS Units: 001: Buildings 001 Fire Protection: :SPRINKLERED UBC Editi 'on: 1988 BUILDING PERMIT Slopes: X N/A Sewer: N/A TENANT LA PLANTE GREG ,., -:, Phone: 206 243 -7456 4053 SOUTH 151ST STREET, TUKWILA, WA 98168 OWNER LA PLANTE GREG & LINDA Phone: 206 243 -7456 848 SOUTH 192ND STREET, SEATTLE, WA 98148 ********************************************** * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Permit Description: CONSTRUCT. NEW SINGLE- FAMILY RESIDENCE. Front: '.0 Left: .0 (206) 431 -3670 Status: ISSUED Issued: 06/10/1992 Expires: 12/07/1992 Type of Occupancy: DWELLING SETBACKS Back: Right: Valuation: ,.. .97.21 , 7.50 Total ':Permit Fee: 1,044:`83 ******************************************:*** * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0111 A 1 -g' tagO Permit Center Authorized Signature. 'Date . I herebyerti'fy, that I haver r and examined .this permit and know::the same to ` be; true and correct. All prov,i,sions of. law and ordinances,' .. governing` ;this_, :.work will be complied with,.. whether specified herein or not • The granting of : e this permit does not presume ; to live authority to ;violate or cancel'th'e provisions of any other state, or local laws regulati constructionor the performance of work. 'I ,am authorized to sign for and obtain this permit. Signature :_ ::_._. Print Name:__ _ � :, Titl -- - ..n.. This permit shall become :;nu.l,l and void ..If the work is not commenced within 180 days from the date of':.issuance,, „or If the, ,work,:'is suspended or abandoned for a period of 180'da from the 'last° ""inspection. Date: PERMIT NO. CONTACTED C ( tQ a DATE READY DATE NOTIFIED 2nd NOTIFICATION _ q BY: (init.) BY: (init.) PERMIT EXPIRES AMOUNT OWING (/ ,35 $ 03 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER ' a- BUILDING - initial review FIRE %PLANNING PUBLIC WORKS 0 OTHER BUILDING - final review REVIEW COMPLETED 0 ROUTED 6 q z �� Z INIT: INIT: INIT: BUILDING PERMIT APPLICATION TRACKING PROJECT NAME Lko5D 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) �'LOG1R< SQUARE FEET ................ ............... ................ TOTAL ................ ................ OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET 00C. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. CONSULTANT: FIRE PROTECTION: FIRE DEPT. LETTER DATED: , —/ / —9 2---- INSPECTOR: c( ZONING: K —J B R/LAND USE CONDITIONS? REFERENCE FILE NOS.: MINIMUM SETBACKS: UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: Vt .UIREM NT. Date Sent - Date Approved - N- S- Yes No 511 e SUITE NO. UBC EDITION (year): TOTAL OCC LOAD Ye s [1 No 08/17100 SITE ADDRESS i/ SUITE # `1 Yo.C3 S , /..c1 ST VALUE OF CONSTRUCTION - $ Qrl , 3 l`7.6 PROJECT NAME/TENANT f ASSESSOR ACCOUNT # TYPE OF t New Building • Addition Tenant Improvement (commercial) Li Demolition (building) WORK: LI Rack Storage O Reroof ❑ Remodel (residential) 0 Other DESCRIBE WORK T BE DONE: I L ne W j"lUi1$2 BUILDING USE (office, warehouse, etc.) /7(�M NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? 0 No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: / v Tenant Space: Area of Construction: /8 78 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? N,No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER 6_. c , ( Pl G PHONE y _--7 ��r- ADDRESS P0' c S , c Z S? / ✓ ee 6-1) ZIPr Ig/V, CONTRACTOR N A" PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME DATE APPLICATION ACCEPTED BUILDING PERMIT APPLICATION AMOUNT DESCRIPTION BUILDING :PERMIT >FEE PLAN BUILDING SURCHARGE ': "1 f f 1 /k r� EREBY ;CERTIFY ; THAT 1 HAVE READ: EXAMINED Th1 APPLICI TION A TRUE.AND .CORRECT, AND I AM> AUTHORIZED T.O. APPLY F.OR :THIS PERMIT. SIGNATURE DATE CITY/ZIP CONTACT PERSON ADDRESS �� S, /9 Z Sr 5e&& PHONE l l � U 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 archttect/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 c2 PHONE Z93 tk-Lt-GIQ 09/16191 COMMERCIAL . NEW COMM ERCIAL.BUILDINGS /ADDITIONS RESIDENTIAL NEW . SINGLE• FAMILY DWELLINGS /ADDITION ANTENNA/SATE DISHES [ 1 Completed building permit applicatio Site .Plan (showing building and location of antenne/satellite dis •—`� : Details antenna/satellite dish and method of attachment n Structural calculations stamped by a W ashingto n State )icense englneor may tie required ... Completed building permit applicator (one'tor Assessor Account Number inspeq Utility' pormlt appllcatlo n Completed building permit application (one for each structure Assessor Account Number Two sets (2) of the following :: Specifications • '; • Structural calculations stamped by.,a Washington State license engineer ...... .... Soils report by a Washington State licensed engineer Topographical survey Energy calculations stamped by a Washington State:licensed engineer or architect Legal description Working:drawings, stamped by a Washington State licensed architect, which include: • Site plan . • Architectural drawings •.. •• • Structural drawings •Mechanical drawings • Elevations • • Civil drawings • Landscape plan Completed utility permit, app l i catio n ' (one for entire project Six (6) sets of civil drawings NOTE ;See utility permit application and checklist for specific still • submittal requirements. RACK STORAGE Completed building permit application Assessor Account: Number Two (2) sets of plans, which' include: Building floor plan showing: •'Entire space.Where: racks will be locat ••Exit• doors :'::; Dimensions.of all aisles Tenant space floo•:pian showing rack storage layout aisles and: exits NOTE•: include dimensions •of racks (height width and length), aisles. • and exit ways on plan •: ' Structural c... I tions stamped by : a Washington State license engineer.:(rack•storage,8' and over). ... Completed building permit application (one for eecli::structure L ,de : • A Account Number' :Two sets •(2).of.working drawings : which includ r Site. plan . - -i ce (C, •plan show closest hydrant location Foundation': plan include a ccess to building sling; • •: Floo(plan wi dth and length of access: "' Roof plan Building elevations (all,views Building cross section • . St framing plan , Washington State code da Completed utility permit application 6) ts of.site plans`shov ing utilities SUBMITTAL CHECKLIST • NOTE. Building sit© plan and utility site plan maybe:combined See utility. permit application and checklist for ' submittal requirements : • Additional topographical and soils information may be rl unique site conditions COMMERCIAL •TENANT IMPROVI =MENTS `— :Completed building permit application (one for tenan >' Assessor Account Number Two (2) sots of construction plans;:which include; Site pies Location .of tenant space.: Existing and proposed.parking •Landscape plan (if:applicable, t e,; of use Overall building plan •.Tenant location Use of: adjacent (common wall) tenant •.;Overall dimensions : of building or square foote Floor plan of proposed tenant space RERO ;Tenant space Alen with use eachroom :labelli • `Exit doors,' egress patterns New wails, existing wall, and walls to be demolishe Construction details Cross, sections showing: wall construction and method o attachment for floor and'ceiling Structural calculations stamped by a 'Washington State licensed: engineer may be required if structural work is to be done (2 sets) NO If any utility work Is o'be done, submit separate ubGty perm! • application plans:. • ;Completed bui ►ding permit application Assessor Account Number Narrative describing existing roof,, material being remove material: ; being;:installed NOT!: :A cerbGcationaetter /s required prior to' final i nspection'and sign of/ of the.perm t RESIDENTIALREMODELS sets of:working drawings;'* 401000:: OUndatiOni plan Poor plan oof plan: uiiding,elevations (all views wilding cross :section. tructurai framing plan NOTE If any utility work Is to; and plans must be submitte .. Completed building permit application Assessor Account. Numbs Narrative describing existing too material being:installed NOTE A certlfrcation l etter is required prior to off of the permit, .: • n -: I • 7 • • • • tV• id • 1 i '•••••. ! ' . y . ••• , • • ' • ' • *•-" • 7 :61T5II 4 s (I $0 / / ▪ "••••••.. 1 CA Mo.* 8 S • • P*6 C.CtO* I t ra. 10 1.S 1 ri- coon- 5) 1 ,4.1(.(:, • ?"‘• •••• PAN': 14 I. / ,. T•al 1 1 • ' ''6. ' , • ' 1 .•/' ,%. 11....e. par•-•...„, • -• ........••• mo,... .... .... ....... ..,._ ow* • A ' „: ."'.... ....Moo am...... '..... :".... ....:".. -.N. ... .me *too m...... ........, : Clam* om: . OMmo • Ma* ...... ...ma Immo . ,........ .......... , ....... * as o .° ........ ' 1 . **um \ ' . \ . . .. ,h. , • I : •r• \ \ / • .1 „,, .,, A 71 10'4 I se I c kblt \ • I .011:: 1Cf 4 11.• *am,* '■ - 1 . • ( AL. o 6 42 • .• • CP' • *Imam* •••••••• : I „., C) • .” , • .• • \ ■ 1 CITY OF TUKWILA PROVED n tt1( I G DIVISION I • e • k / *sos 000s Jos., o s s oo . .so■o • Soo, 'Soo so so Ss. sow .1sSOOOI•oPO ■ . \ • 8 ,, s lrbt • ,/ / .,/ / I t 1 ----- r- 104.S' • A \ I _ _ ____\ \ d_. 1 .6 96.5' \ 1 \ \ AUVAsi 4 \ t '‚I —/ ■•■•■••■•■•■■■■•. ,/ 16"6e 1 71.1 . .1 • • y. • j CITY OF TUKWILA PPliPVED G DIVISION RECEIVED CITY OF TUKVVILA MAY 4 199'1 PERMIT CENTER LA PLANTE 3REG +LINDA 4348 3 192ND SEATTLE WA LOT 18 - 19 OLOCK 4 LOT 2 OF CITY O TUKWILA RECORDING NO 9107031132 OF LOTS 13 & 19 OF f3LK 4 OF HOME TRACTS NAME AND ADDRESS CHANGE NOTIFICATION KING COUNTY FINANCE DIVISION 609 KING COUNTY ADMINISTRATION BLDG 500 FOURTH AVE. SEATTLE. WA 98104 210008 98149 REFERENCE PROPERTY TAX ACCOUNT: 004100- 0505-42 THE NAME AND ADDRESS ON THE KING COUNTY REAL PROPERTY TAX RECORD FOR THE ABOVE PROPERTY TAX ACCOUNT. HAS BEEN CHANGED TO THE NAME AND ADDRESS SHOWN ABOVE. THE ABBREVIATED LEGAL DESCRIPTION ON THIS ACCOUNT IS: ADAMS HOME TRS 1ST ADD SHORT PLAT NO 91-03-SS SAID SHORT PLAT DAF - N 104 FT FIRST ADDITION TO ADAMS IF THE NAME OR ADDRESS SHOWN ABOVE IS INCORRECT, PLEASE RETURN THIS FORM WITH ANY CORRECTION NOTED IN THE ENCLOSED ENVELOPE. IF THE LEGAL DE- SCRIPTION IS.IICORRECT. PLEASE RETURN THIS FORM AND ENCLOSE A COPY OF THE LEGAL DOCUMENT WHICH PROVIDES THE CORRECT DESCRIPTION. FIPST HALF TAX MUST BE PAID BY APRIL 30TH OR THE ENTIRE TAX BECOMES DE- LINQUENT AND ACCRUES ANNUAL INTEREST AT 12%. PLUS ADDITIONAL PENALTIES AFTER MAY 31ST. THE SECOND HALF TAX BECOMES DELINQUENT AFTER OCTOBER 31ST. CURRENT YEAR TAXES ARE PAYABLE AFTER FEBRUARY 15. IF YOU ARE RESPONSIBLE FOP PAYMENT. RATHER THAN A MORTGAGE COMPANY OR LENDER. A TAX STATEMENT WILL BE MAILED TO YOU AFTER FEBRUARY 15. IF ONE IS NOT RECEIVED BY MARCH 15. YOU MAY REQUEST ONE BY CALLING (206)296 -3950. o15a Faa-ovo41 partment of Health and ild'tng & Land Development th information necessary to a'luato development proposals. KING COUNTY CERTIFICATE OF SEWER AVAILABILITY no wri a ox number ❑ Building Permit ❑ Short Subdivision P L ]CANT'S NAME r e c IOPOSED USE ICAT ION L( 5 ;EWER AGENCY INFORMATION L. a. 3. a. F279 tit ❑ (3) other (describe) VAL VUE SEWER DISTRICT Agency Name MANAGER Title 450 Adininisitation Building Seattle, Washington 99104 206.344.7900 Please return to: BUILDIN A LAND DEVELOPMENT name ❑ Preliminary Plat or PUD ❑ Rezone or other P Je (Attach map & legal description if necessary) # # # # # # # # # # # # # # # Sewer service will be provided by side sewer connection only to an existing 4 " size sewer ON fet ir- ..i:c n the site and the sewer system has the capacity to serve the proposed use. OR ,d:Xts I4 0 '1 3 d Co nerjdsc Tho 1975' b.0 Sewer service will require an improvement to the sewer system of: C3(1) feet of sewer trunk or latteral to reach the site; .and /or 0(2) the construction of a collection system on the site; and /or 2. (Must be completed if 1.b above is checked) a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b. ❑ The sewer system improvement will require a sewer comprehensive plan amendment. OR b. 0 Annexation or BRE approval will be necessary to provide service. 4. Service is subject to the followings a. Connection charge: b. Easement(s): _ c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. T. J. MATELICII Signatory Name nature Date The proposed project is within the corporate limits of the district or has been granted Boundary Review Board approval for extension of service outside the district or city. Drive ESMT, FOR DRAINAGE 9 APO )9587 1'N &0.13' E OF CORNER N 01'06'05" E 10401' zurvay mada by ma or .the raquframanta of pr pert v„7 ti H414Se 12,0'. GARAGE Map on File, in Vault Scale; 1" •• 40' , Direction: Stamp: 0 24" FIR GARAGE' 2.8' 1 SHED CARPORT 2s' 'II - 7 ,0 v� # 388001 5' D. Mo.Io Cluster COMMENCING AT the Northwest corner of Lot 19, Black 4, FIRST ADDITION TO ADAMS' HONE TRACTS; thence S 88 °05'46" E, along the North line of said Lot 19, 155.80 feet, to the POINT OF BEGINNING; thence continuing S 88 °05'46" E, along said North line, 40.00 feet; thence S 01 °54'14" W, 47.00 feet; thence S 35 °17'38" W, 68.26 feet, to the South line of the North 104 feet of Lot 18, said Block, said Plat; • thence N 88 °05'46" W, along said South line, 71.17 feet; at,n u2 N 0 ` Oro' Ors E, 60".37 .f.64- thence N 73 °28'06" E, 59.02 feet; thence along a curve, concave left, with a radius of 20.00 feet, through a central angle of 7 1 °33'53 ", a distance of 24.98 feet, to the North line of said Lot 18, and the POINT OF BEGINNING. 0 1 32. 'J2 55.7 /2 I 5 T H 64.3 80.74: N. 68,- 0 1 80 -40 W. 1 o) rya of 1 � �� a0 , \ o m L O T 2 k' � �ho �LoT2. i cam, \ O G — m N'1 1a N 1 .� ti /• • i u: 04' 06:° d . V0 12-i5 �A 11 ` 80.70 Bo u 1! I ri N ' � � ,�,���� . 1 o ' ;h 0 q NI 1 4i1 ` g � 't 0 p 10 u'l \ n a • 1 . N a �ti. O p 1 1 X � � :' � Y 2 1 2 0 I.N '2/ h 786.60 03'0.90• 4 k. 2 / q,?' 128.4 0 565 3 68.G. 45 X 4 00/0 05 l ! 1 Go G. S '; M ' b S T. . v 0 0 N 0 ovn 2 0 Z44 4 4, 4 19 —,q- I 8526 N67 c0 h� 0 / 9 ti In h p V . �v oP a .01 Lot 4/ 6 . 6 1 h o 3 ` 00° en- 8.5 NI2 - "LO 3 v 2AOW000 0 m N 0 0, N >3 ° 1 to 0c A s, 41t0 X04 0 9 � Cl//.- 0 070 ' j , 142.270 r 4 . r 0 UI ti (5.P) FtCSP 87912 8008260765 3 N h 4 0036 c � b co4o i•_!"tl" Da50 o D �• /!/ 889 06 , .°.3 "W 55.09W 7 /20 v4W O O Z E A/07-53.09W izotn rL 0080 S.15ISTST. t 0. sh NI /20 /0/.50 � 60 30 • .t 1 4 ''0 2'' °1 LOT, .4 6Vt it 15 2 4S 6 Pm A o 2 + 93.8" cts' re..? 0 q t id •a 41 1. • ' J OOP. .0V i' J • 0 (Basis of Bearing) N 01'05'55" E - A HOUSE • Cluster SSMH WV N 01'06'05" E LOT 3 PARCEL AREA 10687.36 5q ft Ia BLDG. AREA - vii 4459.86 s EAN LOT WIDTH I w" 90.38' Firs 01'05 58 LO W10TH 63. ' 4899.24 sq ft ' 66.37' ' N 01'06'05" E 10" Conc. Basis of Bearing Drive King County Road Engineer 16 "SD 16 "SO -p 0 c�l VOL. 68 `■= PG. 9 i tP := 12' A.p Driveway 15' Asphalt Drive 12' A>ppholt Drl 90' 10' Asphalt rivewoy / ' WM / 12' A Iva EA94 P,q✓,N Coece a, .re oN Tv BG pis /4' 14/eisA StanwrriNc/ 'AAo use Oh Oa.. d QE RMM J'• 1 inoh +' 40 ft. Name: Date. Certificate No. Short Plot Number 4 2 P n d 1 HOUSE ESMT. FOR / DRAINAGE 01 r YPC 00567 1'N k 0.13' E OF CORNER MAP Land Surveyor's Certificate: This Short Plat correctly represents a survey made by me or under my direction In conformance with the requirements of approprlat t. . eta to and h been pr pad } 15' P1'4 A.F. F. 5989819 80' GARAGE 104.01' Map on Flle in Vault Scale: 1" "+ 40' • Stamp: KG cl 1 07 03113 2 E. LINE OF NW 1/4 SEC 22 -23 -4 __( 0' 24" FIR e} 5' D. Maple Cluster CARPORT a j, 2.5' GARAGE 2.e' SHED • Direction: --..me" Page :3 of f '-'' 91 -05 -5S a. Property Owner: Street Address: Engineer: Street Address: Contractor: Street Address: WATER METEI RE FUND! ILLI M , >: <'' BILLINGS > <TO Date: ❑ Water MtSCECLANEO • FORMAT( SCRiP :TIO.N . ❑ Multiple- Family Dwelling No, of Units: ❑ Commercial/Industrial Applicant /Authorized Agent Signature* Print Name: City of Tukwila- Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Site Address: 1`. Name of Project: 1 3 UTILITY PERMIT APPLICATION 0053 ' s, l$( s� 64 PL/1-1- sii le King Cty Assessor Acct #: K 00— 0(005 Contractors License #: City /State/Zip: Phone No.: City /State /Zip: RMITS;'<<❑ Channelization /Striping /Signing ❑ Sewer Main Extension ❑ Private R E QU EST ED '‹ Curb Cut / Access /Sidewalk -- Ai - Storm - Drainage" tv/6_ ... " `` . •• : —. Pire /HHydr,- (main- to-vault). Sizes; - ❑ Street Use °❑ Flood Zone Control > ❑ Hauling ❑Water Meter /Exempt: — No.: Sizes: �M> S I j iLi ,t Land Altering cubic yards Deduct ❑ Water Only El �j ^�0 ('r ❑ Moving Landscape n Oversized Load ❑ Water Meter/ Temporary:— No.: ___ Sizes• Est. start/end times: Estimated quantity: Date: _ Schedule: ❑ Sanitary Side Sewer — No.: Name: c) l / Zj ❑ Water Main Extension ❑Private ❑ Public Phone No.: Street Address: City /State/Zip: 0261 ■ t. Application # � t — C C LI 6\ Phone: (206) 433 - 0179 Phone No.: & f3 * 7 ( Age City /State/Zip: 5e -1-1 -4 £),1- 98 / Y8 Phone No.: Exp. Date: ❑ Public Name: Street Address: ❑ Sewer ❑ Metro ❑ Standby Single - Family Residential Phone No.: City /State /Zip: ❑ Duplex ❑ Apartments ❑ Other: ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ ChUrch ❑ School /College /University ❑ Manufacturing ❑ Hospital ❑ Other: New Building ❑ Remodel/ Square footage of original building space: Square )1�,se. Footage: 131 9 10` ( Addition King County Assessor's valuation of existing structures: $ <A:PP :>A ND ❑ Hotel ❑ Motel ❑ Office ❑ Retail ,rof C‘oree 7 1-cc, S - 2- Phone: 2 -745(0 Date Application Accepted:_. Date Application Expires: Square footage of additional building space: Valuation of work to be done: $ Contact Person (print name): Address: Phone: 04/22/92 – "X" Permits Permit Number Approved Plan /Lettor Date Issued Comments Channelization / Striping / Signing Curb Cut /Access /Sidewalk nW -o I �; r 1 4 5 l q to'10- (,l Fire Loop / Hydrant Flood Zone Control Hauling X Land Altering h'bOc -y V J & , / q& t - C Q W lQ Landscape Irrigation / Moving an Oversized Load r 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 ont___ 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 Plan Check No. Pr iect Name I:0 P 10, e R eiCien r Site Address _.-. 4 -10 �, (S, 15 .5 No. City of Tuk. is Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433 -0179 UTILITY PROJECT TRACKING CHECKLIST ROUTING PERMITS REQUIRED CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT " X " Permits Date Routed to PWD Date Plans Approved Permit Number Approved Plan /Letter Date Issued N.Z03 R idorc(2, 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. ❑ Deduct ❑ 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 & - t — qP N.Z03 R idorc(2, 5- F)-cla Suite No. _ Plan Check No. pcb oc'L q Project Name LO■ Pto.nt-e_ . Site Address t os;� 3 lit 6._t_ Suite No. _ ROUTING PERMITS REQUIRED CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: (206) 433 -0179 UTILITY PROJECT TRACKING CHECKLIST Site Address: Name of Project: 4. -AD 3 Y 40 9z /e Phone No.: 3 Cit /State/Zi • : PROJ INFORMATI Property Owner: Street Address: Engineer: Street Address: Contractor: Street Address: King Cty Assessor Acct #: I j5 Contractor's License #: PERMIT S!;`; <<; ❑ Channelization /Striping /Signing REQUESTED Curb Cut/Access /Sidewalk .4 Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer - No.: 'WATER: REFUND /BILLING'> Street Address: MONTHL SERVICE BILLINGS >TO`!< <'<:> Street Address: El Water I. SCELLANEO. . INI. City of Tukwila - Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Name: zs Name: E SCRIPTIONOF P El Multiple- Family Dwelling No. of Units: ❑ CommerciaVlndustrial El Sewer El Metro ❑ Hotel El Motel ❑ Office El Retail Date Application Accepted: UTILITY PERMIT APPLICATION ❑ Standby K Residential ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing S N q ew ua B re uilding do,4e. ❑ Remodel/ Footage: /91 9-49,1 Addition pI.ICATION.e El Apartments ❑ Condominiums Address: Cl Church El Hospital Appilt::,uon # Date Application Expires: Phone No.: City /State /Zip: Phone No.: City /State /Zip: PI ( 1 - b q Exp. Date: Phone No.: City /State/Zip: Phone No.: City /State /Zip: El Other: Phone: (206) 433 - 0179 ❑ Sewer Main Extension Cl 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.: _ Sizes Estimated quantity: Schedule: ❑ Other: El School /College /University El Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ i Print Name: &re 1-(, 1-(, w 4r4 5- Cl Date: -B IZ Phone: 2 L f 3 � - 7 L ( o Phone: King County Assessor's valuation of existing structures: I HEREBY CERTIFY )HAT I HA V E; REA Applicant /Authorized A. ; , . e c4J - 9 /Yg .............. AI tpE,` Contact Person 04/22/92 i 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 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 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 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 apartment as comp eta. r review any • ans are approve t e app want w 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. e f 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 public right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) Proposed schedule (times and dates) 0 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 and 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 • e r: for e U IC "or S nob Ie Telephone: 242.9547 PROPERTY ADDRESS: IG36-3 , " /us"/ DATE y/ ley q„ LEGAL DESCRIPTION UP PROPERTY OR SINCERELY YOURS, FRANKLIN PEARSON P.O. Box 68147, Riverton Hts. Br. Off Ice: 2849 South 150th W ater 2)i�t,ict no. 125, J<nz County SEATTLE, WASHINGTON 98168 S t SIZE OF MAIN SERVING SITE 1S 4 INCHES. MAIN iS 56 FEET FROM THE SITE. THE NEAREST HYDRANT IS APPROXIMATELY Sp FEET FROM THE SITE. THERE:. IS APPROXIMATELY SOO GALLONS PER MINUTE. FRANKLIN PEARSON Superintendent ANN WILSON Office Manager ro act: t. G . �I J AA . •• rasa' S. may •.. . / / -�--^ ./ � e : ' - r ' -- Special Instructions: •,„,,/0 a0 .., ' ate ant: ,. Requester: .Q Phone No.: ir CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit OL-41 (206) 31- -9670 0 Corrections required prior to approval. 0 , $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite.100. Call to schedule reinspection. e: . ro : ��. YPd o nspect • n: t GLOP ,//‘ t -a • ress: 4 .5. /51 s/ : e :: •: o,- // - q3 Special instructions: d1 - fin; an Date Wanted: . Requester: Phone No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: w�rr�R.r ) -1 / 4 "v`l ❑ $30.00 REINSP CTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rece•t No.: Date: Project:, z G // ry7 Type of Inspect . n: ,....-' Address: 5 3 - So 4.S7 3T Date Called: b? - S - ri,3 SpedalInstructions: Dal Wanted: Jc3 /un— 02 -,Y "%2 am. 13.m. Requester: z /4 74 � Phone No.: �: Sr. 3 — 7 i :, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: 0 Z. / INSPECTION RECORD Retain a copy with permit /°/ •n ;xi ,L. , ,/ 5 4 0 / 4 ,6 -z 0 /Sa PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. )4, tyd' /, 7 Ce 22 aide 40, <_ , .- f 4 -4 11 p•� � 00 r S B'�r (e a 1C10. to Z. 4 L y,- a � ' I � �' / ✓7 l9 rie. 4 74L ; . e 611 6 s 4P ----, VIOLMIDIR JAL ❑ $30.00 REINSPECTION FEE R Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. "'fie: •roes,: ype ispe «b,. - . � - ( r ' eecc al Instructions: T/_ A,/n. Dale Wanted �� ���lJ '� amr)p.m. Requester: - yyyy Phone No.: -", / -7 2.1,571 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: [inspector: t o^ ire: 10--9 PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPE ION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (RecelNo.: Dale: roe a O - / r�.. . , 5 / % ■ , of Inspection: fig ../ s: to - . Dale Wanted: /j�� , j A cr)es - j S. ii - 7- qp- p eclat instructions: Requester: PhoneNo.: 3 7! —& CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Q Approved per applicable codes. COMMENTS: I Receipt No.: , INSPECTION RECORD .. Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - S : . -, '' � %m ELMINIMIENI :f nspe lo , ,l , Fly NM Date • . - q?". Special instructions: Date Wanted: --- !,. - 1 -- am Requester: Phone No _ -.. 7 5 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: O INSPECTION RECORD Retain a copy with permit O Corrections required prior to approval. PERM (206) 431 -3670 C] $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •r y peo nspect' 'r- . la)) Sr ,:te .:.:�� S n struchons: Date Wanted' Q -' c —q 7a p.m, Requester: Phone No.: a t p)"" 46(n ❑ Approved per applicable codes. im INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ES9a- 015. PERMiT No. / (206) 431 -3670 0' Corrections required prior to approval. COMMENTS: t TIE F- 4 d L. 12, .EA-) 4 c.-- oS TO C '" t-"7 L. trt ► i 'it ..'7y2-4+,PS -{-rl / 1. Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300, Southcenter Blvd., Suite 100. Call to schedule reinspection. fie: 'roe, I LA �� YPeo ns. :M . n: o f , k ---cam • ec a Instructions: � 1-E. I Date Wanted: nn – 3/ — %n � a m. p.m. Requester. Phone No.: cL3 ,1 ? 715(0 K Approved per applicable codes. i f ti ,∎ / t INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 D Corrections required prior to approval. COMMENTS: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Project: l L41' Type of Inspect 'o 15/ , Date Called: l ` _ _ , Sp al nst actions: Date Wanted: (.Q _ am p.m. Requester: (� 1. Phone No.: 24, - 71. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ' nspector: INSPECTION RECORD Retain a copy with permit , ❑ Corrections required prior to approval. ❑ $30,1 i • INSPECTION F REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: f'16,r1 � , (j r type of Inspection __ _ Li �� .. , Address: H00 s (5 _ ( Date Called: ` .. (1 qc:D Special Instructions: 5 : eb Date Wanted: i �'�� " am. g� p.m Requester: YQ , Phone No.: . Approved per applicable codes. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD U Retain a copy with permit Mrr (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ' CisrA w 0s.0 \ s S •kz�. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Biyd., Suite 100. Call to schedule reinspection. Receipt No.: bate: rir Project Name L Al A T re z. C Address tit I, 5 7 , Suite # FINALAPP.FRM City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Retain current inspection schedule Needs shift inspection Approved without correction notice Sprinklers: Fire Alarm: Hood & Duct: I" N Halon: Monitor: i's.) A Pre-Fire: Permits: NJ N Authorized Si. ature Approved with correction notice issued TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM /14.: 2 0 Control No. Permit No. '. -;" vir ;: ..17 ,7 •47T yi;,! ate Gary L. VanDusen, Mayor T.F.D. Form F.P. 85 +t; Total Fees: Total All Payments: Balance: 55.50 55.50 .00 * * * *** * ** * * * * * * * * * * **** * * ** ***** k*• **k* **********k ****k** *kkk ** CITY OF TUKWILA, WA TRANSMIT ** k**k************** kk * * * * * *** *A * * * ** * * * ** *k * *•k * ** TRANSMIT Number: 92000554 Amount. 55.50.06/10/82 16:51 Permit No: PW92 -0163 Type: PW-LA LAUD ALTERING PERMIT Parcel No. 004100 -(1605 Site Address: 4053 S 151 ST Payment Method :. CHECK Notation: GREG LA PLANTE In i t: SL13 **k****** k*** k**************** * * * * ** ** * * * * * *kk *A *** ** * * * '* Account Code Description Paid 000/322.100 BUILDING RES 33.00 000/345.830 PLAN CHECK - RES 22.50 Total (This Payment): 55.50 GENERA GENERA GENERA GENERA GENERA GENERA TOTAL CHECK 4r7'Y •'4�1Y r P tV•F 630.50 4.50 10.00 15.00 33.00 22.50 715.50 715.50 CHANGE. 0.00 0670A000 15:54 (I - 11Vr (no "7,rit- F"P".'qly'@ VFVOV ;fib ff4;IS:Paj N.y * * * * * * * * * * * * * ** ** deck ** * * * * * * * * * * * * * * * * ****h her ** *fir ****** * ** Ah **** CITY OF TUI <WILA, WA TRANSMIT * ** ****** * ** * *** *** * ** *** **** ** ** * ***• ** * * * * * ** * * *** * *** * * *****• TRANSMIT Number: 92000553 Amount: 25.00 06/10/92 16:51 Permit . No: PW92•-0162 Type,: PW-CCAS CURB CUT /WCCESS /SIDE Parcel. No: 004100-0605 Site Address: 4053 5 151 ST Payment Method: CHECK Notation: ORES LA PLANTE Ir ►its SLB * * ** * * *.k **• ** * * * * **•* *****•********* * ** ****• * ** *A* * * *** * ** * * * *** *** Account Code ''Description 000/345.630 PLAN CHECK - UTILITY 000/342.400 INSP FEE - UTILITY Total (This Payment): Total Fees: Total All Payments: Balance: 25.00 25.00 .00 C Paid 10.00 15.00 25.00 ko\r1\(\i/.\\.610 inIrtryl :m 'h rfaY ,pererr Y vsiYr"rgti,*"77 f J,t. T rfr . Total Fees: Total All Payments:. Balance: 1:,044.83 1,044.83 .00 f4cll'rP 'Yx7T,j •frf; r °Yi"' ;.girii *** �a**** * ** * * * * * * * ** * * * * ** * * * * * * * * * ** ITV OF TUKWILA, WA e,�a,. TRANSMIT ************* A* V * * * ** * * *'** * * * ***** * *** *fir * * ** * * * * * ** * * ** TRANSMIT Numbe 9200052 Am�au'n : :::. 635.00 06 /10/92 lb:07 Permit Nu: E)92 52'' Type: B- BUILD BUILDING PERMIT Parcel Na: 0041000605 Site Address 4053 S 151 ST Payment Method: CHECK Notation: GREG LA PLANTE Init: SLB **** *****************%************* * * * * * * ** * * ** * hit* hi * * * * ** * * *** Account Code Description Paid 000/322.100 BUILDING - RES 630.50 000 /386.904 STyrE BUILDING SURCHARGE 4.50 Total (This Payment): 635.00 ln\A , 00 Pid/ g'IPaS!" l 'ti`tY V y" ' t"" ********************************* ***** ** *k * ****** *k * *** * *kkk *•k* CITY OF TUKWILA," WA TRANSMIT ********************************* **********k*****kk*****kk****** TRANSMIT Number: 92000388 Amount: 409.83 05/04/'x2 e llg30. Permit No: t392 -0152 Type: B -BUILD BUILDING PER t1'a // 4 Parcel No 004100 -0605 Site Address: 4053 5 151 ST Payment Method: CHECK Notation: GREG LA PLAr4TE Iriit: SLB ******** kk*** kk* ******** *** ******* * * * * *** **k *** Account Code Description Paid 000/345.830 PLAN CHECK •- RES 409.83 Total (This Payment): 409.83 Total Fees: Total All Payments: Balance: 1,044.83 409.83 635.00 IfryY!h ,,r�4'u' ^ rWF f f''0 �r GENERA 409.83 TOTAL 409.83 CHECft 409.83 CHANGE 0.00. 9556A000 15 :30 ( CITY OF TUKWILA Address: 4053 S 151 ST Permit No: B92-0152 Tenant: LA PLANTE GREG Status: ISSUED Type: B-BUILD Applied: 05/04/1992 Parcel #: 004100-0605 Issued: 06/10/1992 ***********k************************************k***********k**k***kk****** Permit Conditions: 1. No changes will be made to the plans unless approved by the Tukwila Building Division. 2. Plumbing permit shall be obtained through the Seattle-King County Department of PubliO'keiltn,.',Olumbing will be inspected by that age60(4--inblitaing ell gaiptp,ing (296-4722). -,, 3. Electrical per91* be p6pined:through theWiWngton State Division LaliorandjInduseries. and work will be inspected that * cy- . (277.=7#2 . ),, ; ;; 4. All mecharacal work shall be through the C 1 te6f Tukwila \,.. 5. All pe9110n4VbtiOn records, /04 approved , maintillied available' at th'e site plot to the start ot.,., .., 2 . , -- -i ' • ,:,\. any cpnstr Thes*aocuments.ire to be maintained avail*eAitil final inspection approval is granteth" 6. Engi drawings andi:cal shall be. on,site and140ai0abte t� the building inspeO:tor for inspection 1" , .: purpopesoopments-shall bear theeal.-a signature a Washington State Professional Engineei'. 7 Any exposed insulations baCkinghile0eri0 Shill have a ,Fil I l Sp 1 ,e* , Rati:ng,f,o*252flor' 2 1esind material -shall bearldenti- ' fi Aiionshowing<the fly* Oerformence7ratin# thereof.: 8. AllgOntuction to-be done"4noonfai.-manceovith approved., plans and pequiremente,0,1the Urilf0i*B-uqding Code ,(1988".1) Edii4004,UhifOrm Mechanical Cod019$8 EdiiiOn), Washi'ngton i State *ner0 Code (1991 . Edition) and Washington State4 Regul*io0[for'Barrier Free Faci1itY1199 9. Notify3tnejOty of Tukwila Building,IDiOsi placingNany concrete. This proc'eduile is in addition to any. requir4nts for sOliciel inspecPkm. "4 , ,,,,, — 11. There shajlbe;nOoccupincy,of the build,ing'is) 0'0.1 the 10. All woodoo reovajA inHp.laced concrete shill be treated wood. final insWCtion'has been coMpteted,- Tukwtta 'Buyrdfhg Inspector. N. approved plansJOhe responsitOtyjf6f the Ow** his 12. The locationWthe proposed,,AWiMpg:in accordano : h the agent, the GeneraTCaOntractdr:L inspec tion will be certifi'dat1,15*13,. 14111•Ortilit'ihe building location is in accordance ' Wi:tha..iiiird■ie'd plans. 13. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be con- strued to be a permit for, or an approval of any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 1 CITY OF TUKWILA BUILDING DIVISION LAt T. eqz .o 1z THE FOLLOWING CHECKLIST OUTLINES THE ORDINANCE REQUIREMENTS OF GROUP R, DIVISION 3 OCCUPANCIES. REQUIREMENTS THAT DO NOT APPLY TO THE PARTICULAR APPLICATION ARE NOTED N /A, OR A NOTATION IS MADE BELOW. SITE PLAN 1, 10/ Proposed dwelling has access to a public way or yard on not less than one side. 2. ✓ Property line setbacks are equal to or greater than 3 feet at all sides of dwelling. (If < 3 feet, check for appropriate protection of exterior wall and openings.) 3. V' Roof overhangs are shown on building footprint, and eave projection does not exceed one -third the distance to the property line . 2 (� , cALLE.p O(J(" Ot4 vcoF n2N1(. WAN. 4. V/ Eaves over required windows (i.e. bedroom emergency egress windows) are not less than 30 inches from the side and rear property lines. 5. 1 Yard requirements of U. .C. Sec. 1206 (b) are applicable and are indicated. W A 6. 17 Verify that property line setbacks are in compliance with Title 18, and no SAO issues are applicable to this site. (Stop plan review until these issues are solved with the planning meat grinder.) FOUNDATION PLAN 1. ✓ / Foundation meets requirements of Table 29 -A, U.B.C. Minimum reinforcing is proposed in accordance with Building Divisions Divisions handout or, exceeds these requirements. 2. 1 Foundation ventilation has been located on plan and meets requirements of U.B.C. Sec. 2516 (c) 6. Q26tb 12 AcyzJit,L 3. Crawl space access (min. 18 "x24" opening) Is located plan & meets requirements of U.B.C. Sec. 2516(c)2 V ' 4. First floor framing has been shown heree and all floor beams, support posts, floor joists, direction of span, limits of members, and grade and species of members are indicate 5. Masonry chimney foundation is noted as 12" thick and extends 6" beyond the fireplace wall. 2 FLOOR PLAN (S) 1. V All rooms are labeled. 2. 1/ All window sizes are noted, and meet the light and ventilation standards prescribed in U.B.C. Sec. 1205. 3. V Bedroom windows and • basements have an operable window or door approved for emergency escape or rescue, per U.B.C. Sec. 1204 (Net clear openable area = 5.7 s.f min net clear opening height = 24 ", min net clear opening width = 20 ", and finished sill height not to exceed 44 ". 4. V Smoke detector(s) are located on ceiling or wall at a point centrally located in the corridor or area giving access to each separate sleeping area. Smoke detectors are located at each story and basement in accordance with U.B.0 Sec 1210. 5. Proposed method of heating dwelling is noted on plans. Method is reasonable for compliance with U.B.C. Sec 1212. 6. ti° Rooms meet minimum dimension requirements. A kitchen facility is provided with a kitchen sink, and bathroom facilities are provided in accordance with U.B.C. Sec. 1205. 7. ✓ Floor framing has been shown on floor plans or separate floor framing plans are provided. Size, direction of span, limits of members, grade, species of wood for all framing membeers are indicated on plans. ROOF PLAN BUILDING ELEVATIONS 1. All foof framing is shown including trusses, g g rafters and headers. Grade and species of wood is indicated on plan. •r' 2. v Method of providing for roof ventilation is noted or detailed on this plan sheet. Proposal complies with U.B.C. SSe�c 3205 (c) . `1 s' ©a-tzt q,.(� S 3. try A 22" x 30" minimum attic access opening is provided for all attic areas with vertical clear height of not less than 30 inches. 3 1. All sides of building have been shown in elevation, and approximate finish grades have been established. 2. yY� Chimney height above roof is greater than or equal to 2 feet above any portion of the roof surface within 10 feet of the chimney flue. CONSTRUCT -ION DETAILS 1. Building cross section or wall sections have been provided with all materials noted and proposed construction is not contrary to building code or energy code requirements . 2. 1 Attached garages: A fire rated occupancy separation has bveen provided between the dwelling area and the garage as prescribed in U.B.C. Sec. 503 (d) exception 3 Notes on floor plan describe this requirement. In addition, where the occupancy separation is horiqontal, structural members supporting the separation have been protected by equivalent fire- resistive construction. 3. V The proposed structure meets the lateral gracing requirements as prescribed in the "conventional construction provisions" of U.B.C. Sec. 2517. 4. Structural calculations and details developed and certi ied by a licensed professional engineer or architect have been submitted and provide for the lateral bracing requirements of seismic zone 3. 5. V All beams and headers are adequate for the gravity loads and spans proposed. "Key Beam" calcs. are attached. 6. Structural calculations developed and certified by a licensed professional engineer or architect have been submitted to qualify all beams and gravity load supporting members 7. Masonry chimneys: A copy of U.B.C. Sec. 3704 (c) has be n attached to plans and reference to these requirements has been "Red Lined" on plan in proximity of the mas fire place location. 8. V Plans are noted with the requirement to provide truss shop drawings and calculations sealed by a Washington State licensed structural engineer. coo Ompleir 9. V Foundation sill plate Anchor bolts are noted or detailed in accordance with U.B.C. Sec 2907 (f). 4 C C 10 Decks with exposed wood structural members have been signated as treated wood or wood of natural resistance to decay, such as heartwood of bald cypress, black locust, black walnut, cedars and redwood. GENERAL i. Note on plans call for outside combustion air duct or fireplace with a minimum duct size of 6 sq.inches, and a readily operable damper. 2. 1 7 Appropriate checklist for Washington State Energy Code has been completed , and plans show proposed compliance: 3. V' Washington State Ventilation and indoor air quality code issues are addressed on plans and show compliance. 0 0 1 4 a 11 t o o cber t CHECKLIST PREPARED BY: DATE: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B92 -0152 (512) May 11, 1992 Re: LaPlante, Greg - 4053 South 151st Street Dear Sir: 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) Yours truly, cc: T.F.D. file ncd The Tukwila Fire Prevention Bureau a- John W. Rants, Mayor 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. J C City of Tukwila Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION DATE: June 5, 1992 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS LaPlante Residence 4053 South 151st Street Project No. P92 -0049 Contact Person: Greg LaPlante Telephone No.: 243 -7456 John W. Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE ACCORDING TO THE SITE PLAN APPROVED ON JUNE 5, 1992: 1. Curb Cut /Access /Sidewalk 2. Land Altering Permit (117 cy of cut) TOTAL: Permit Fee $25.00 55.50 $80.50 The Developer is referrred to other City agencies, including the Fire Department and Building and Planning Divisions, for other requirements which may affect the commencement of 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. Refer developer to Water District No. 125 and Val Vue Sewer District for required permits. cf: City Utilities Inspector (w /copy of plans /application) Development File (w /copy of plans /application) Read File Attachment: Basic Fire Protection Sprinkler System Design 14:7 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 file:laplant TO: John Pierog FROM: Phil Fraser DATE: June 3, 1992 SUBJECT: GREG LAPLANTE SINGLE FAMILY Under "Project Condtions" in Sierra The Public Works Department review development to public utilities properties. On -site review is activities only. put in the following: is limited to off -site impacts of and access and adjacent private limited to your land altering The attached Single Family Development Standards will be followed in carrying out this single family development. If in the construction phase it is discovered any additional engineering is required, the applicant will obtain the the services of a licensed engineer at the owner's sole expense, and submit the required design for City review /approval prior to proceeding with the project. Any added costs to construciton or loss due to delay caused by such design or additional construction /reconstruction costs are the sole liability of the owner. The developer will obtain final approval for his engineered fire sprinkler system from the Tukwila Fire Marshall and Water District. The developer will provide recorded access /utilities easement to the Public Works Utility Inspector prior to Public Works sign off of our portion of building permit (as reflected on site plan). Developer to provide signed -off permits and /or approvals from Water District No. 125 and Val Vue Sewer District to Public Works Utility Inspector prior to Public Works sign off of our portion of the building permit. The developer will fill out the (in attached Development Standards Parket) Residential Sewer Use Certification form and submit to METRO as a condition of this development. cc: Ron Cameron Duane Griffin Dennise Millard Permit File PF:A:frans TO: Greg Villanueva John Pierog FROM: Phil Fraser DATE: May 28, 1992 City of Tukwila Department of Public Works M E M O R A N D U M Ross A. Earnst, P. E., Director SUBJECT: Coordination of Franchise District Water and Sewer Permits /Requirements with Public Works Utility Activities John W. Rants, Mayor To assure water and sewer infrastructure meets requirements of the Franchised Water /Sewer Districts for developments within Tukwila, the following process is provided: The Public Work's NOTIFICATION OF UTILITY PERMIT ACTION will notify applicant of his /her responsibility to obtain the necessary approvals /permits from the Franchised Water and Sewer Districts. On Sierra under CONDITIONS OF PROJECT, applicant is responsible to provide the Public Works Inspector with signed -off permits and /or approvals from the Franchised Sewer and Water Districts prior to Public Works final inspection and approval. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 SINGLE FAMILY DEVELOPMENT STANDARDS PACKET June, 1992 OM IOW O NO 1/9/90 letter 1/26/90 letter I N D E X -- Residential Sewer Use Certification Form • Utility Permit Application Form • Typical Residential Site Plan • Development Standards: -- Street: - Concrete Driveway Plan (R -6) - Sidewalk Detail Plan (R -4) - - Sewer: - Specifications for Sanitary Side Sewer - Sanitary Side Sewer Plan (S -1) - - Water: - Specifications for Water Service and Meter Installation - - Storm Drainage: - Specifications - Rock Wall Plan (R -14) • 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.) • Metro capacity charge for new sewer connections Applicant/Authorized Agent Signature: Contact Person (print name): Print Name: Address: Date: Phone: Phone: Date Application Accepted: Date Application Expires: , City of Tukwila Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 PROJEC INFORMATIO Property Owner: Street Address: Engineer: Street Address: Site Address: Name of Project: Contractor: Street Address: King Cty Assessor Acct #: PERMITS :: >< ❑ Channelization /Striping /Signing REQUESTED ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) — No.: Sizes: WATER::METEF DEPOSIT/ REFUND /BlLLI MONTHLY < << • BILLINGS:TO: • DESCRIPTION:: MISCELLANEOU INFORMATION ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times* Date: ❑ Sanitary Side Sewer— No.: Name: Street Address: Name: Street Address: ❑ Water ❑ Sewer ❑ Metro ❑ Standby ROJE ❑ Multiple- Family Dwelling No. of Units: ❑ Commercial/industrial ❑ Hotel ❑ Motel ❑ Office ❑ Retail ❑ New Building Square Footage: UTILITY PERMIT APPLICATION Contractor's License #: ❑ Single- Family Residential ❑ Duplex ❑ Triplex Cl Warehouse ❑ Manufacturing ❑ Remodel/ Addition King County Assessor's valuation of existing structures: $ I HEREBY CERTIFYTHAT,I HAVE READ :THIS APPLICATION A Application # ❑ Apartments ❑ Condominiums KNl Phone No.: Cit /State/Zi.. Phone No.: City /State/Zip: Phone No.: Cit /State /Zip: ❑ Sewer Main Extension ❑ Private El Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter/ Exempt:— No.: Sizes* Deduct El Water Only El ❑ Water Meter/ Permanent— No.: Sizes' ❑ Water Meter / Temporary: — No.: _ Sizes Estimated quantity: Schedule* ❑ Other: Phone No.: City /State /Zip: Phone No.: City /State /Zip: ❑ Other: ❑ Church ❑ School /College /University ❑ Hospital ❑ Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ WeTHE;SA Phone: (206) 433 - 0179 Exp. Date: RE 04/22/92 ,.M r 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 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 /STRIPINGISIGNING 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 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 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 1 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 er t e •u. rc or S •epartment as comp ete• e r review an e • ans are approve •, t e app cant wr nob re 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. SANITAhI I 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 public right -of -way and easements O Proposed traffic control/detour (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 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) 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 II 123' • L S AM .,.�. LE RESIDENTI UTILITY SITE PLAN 142' S UBMITTAL / { EXISTING TOPOGRAPHY ' 2 p0 r 12 "®S.T. /' '. 57th AVE S j O / —N • ,-19 . ---194 PROPOSED TOPOGRAPHY Jo S. o_ 0.6 1 5'CONC. SIDEWALK.~ INV.EL.189.40 6 "O SD 84' INV.EL.186.23 NOTES: 1. PLANS SHALL BE IN ACCORDANCE SEWER AND WATER CONSTRUCTION FOR STORM DRAINS, SIDEWALKS, 2. STORM DRAIN BEDDING MATERIAL 200 co 198 0.5% 33' B' W. 1 \ \ 22' spo2 14485 28' LOWEST FLOOR ELEV= 200.82 -�'" INV.E�L.197.14 T CONC. N 196 3 METER & r SERVICE' 12' SHALL BE CLASS "B" BANK RUN GRAVEL. 24' DRIVEWAY W NF'A R t " Y DR 62' @ 2°/0, •INV.EL.187.50 1a ES" AN SCALE: 1 " =20' WITH THE CITY OF.TUKWILA PUBLIC WORKS DEPT. AND DEVELOPMENT,STANDARDS AND STANDARD PLANS CURB & GUTTER,' AND RESIDENTIAL DRIVEWAY APRONS 1 1-- EXPANSION JOINT 2% 6' -O" MIN, 4- S • KOMIMMO b ran EXISTING DRIVEWAY SECTION A -A PUBLIC WORKS DEPT. TOP OF CURB AT DRIVEWAYS T e 1 5 2' -O" 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 PUBLIC 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. STANDARD RESIDENTIAL CEMENT CONCRETE DRIVEWAY 6" • L 6„ 1 " JJ ' VARIES 1 WARNING STRIP WHEELCHAIR RAMP CUT 1" DEPT DUMMY JOINT Vo FULL DEPTH EXPANSION JOINT BACK OF CURB 3" WIDE EDGER FINISH 15' BETWEEN FULL DEPTH EXPANSION JOINTS TYPE 'A CURB VARIES & GUTTER - z 7. `—' '1 •i 4 • p'4 EDGE SECTION A -A 3# 3" SHRINKAGE CONTROL JOINT 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 1985 APWA /WSDOT STANDARD SPECIFICATIONS. VII— F } F F . STR Sew fee desi hyd the grad manhole incoming OLE FUND SSINGS Cons tion activi from side agencie durin he summer mon occur•. All stream Works "! rector. Stre unless TIONS shall be designed i e t elevations. SANITARY SIDE SEWER DESIGN t be aken:to ins e the anholes . an•" the equal soi pr ment a•. manholes. A s e requir =d to redu•- the es n waterway Al work in st hs .nd at times ro - -ings shall c.•ssings for - 9 - a minimum of 0.1 hat pressures. xer adjacent mails a ssures may esul read foundat on or nit load im••sed b tering or.crossin• stream shall be ocated ow the e evation: of the stream b . The to withstand al anticip ed load g, erosi c forces. C'nstruc ion meth ••s and ma erials sh ers remain ater •.i ght and ree fro changes 11 pipe and str s shall ;e D.I.P foot below all e s is xima• -ly xces -'ve meas ' es anhol =. st 5 t; 7 shall be pacts .nd nsure t =t ignment ••r requ e permits n approva am c••ssings shat a schedule ich o conflict w h fish runs approved through the Public sew- lines will be discouraged o other alterna.' -e is available. 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 be not 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 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 A. LO SANITARY SEWER MANHOLES 150 1. rovided TION: anitary sewer 1. d of all sew ngth (mains can outs in 2. 1 changes 3. C =nges in pi 4. Al; connectio 5. At all inter 6. ChLnges in s 7. Ma holes sha fo all sewe B. OU I;S IDE DROP An •utside d a , anhole a of the outf man ole - se C. CO ECTIONS All manholes tha o 24 inch D. ST DARD MAN Man •les sha Pla in th sewe manhol diam -ter, 54 diam-ter, a inch diamete All max inclu manho 'ity m hei ing t e fr E. CHANN '' MATT •N nhol r main ess tha ieu of slope. e diamete r . s of sewe ctions of er alignme 1 be locate mains. CONNECTIONS op connectio an elevatio 11 invert e standard dr shall be prow ded with stubs to first s from the ou side face if the manhole b OLES 1 be designed Appendix of s shall be 48 inch diameter 72 inch diam • nholes shall hts of the r frame and cov shall be 23 -3/ t are required at the including end rea 150 1.f. in lengt manhole at upper e 8" and larger including si ewer mains. t . at distances of greater t shall be pr of 24 inche evation (me connectio er the c his manu inches f anholes er manh ave pr ser se . The inche - 8 - f ' l lowi es ove may be only). vided for a se or more abov sured at the plans) teria in the Se 1. The minimum sewer lines up or sewer lines u les for pipe siz ast concentric tion shall be inimum clean ope (see Standard Pla All sa . sewer manholes s :11 •- fully channeled t of the sew =rs. The manholes shall be channeled to smooth low through the transi''o and to minimize tur maintai t - energy gradient a r velocity through gra and Chan. -•• in diameter at manholes, the invert of the g locati s: . in with • ers). 0 l.f. ntering invert of the no more tandard eter of 21 inch 36 inch p to 42 es. The inches, in the he crown complish ence. To changes wnstream R • 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 carryall. 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 co arosion shall be polyethylene encased. Pipe bedding shall 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 other sections of this manual. CONNECTION TO CITY SEWER SYSTEM REAS TRAPS rea-e ' aps are equ..ed on all bui pings where ccu s; .'r where, in the opinion •f the Public orks e nece ary f the roper andling of iquid red, reas- traps sha coy• y with th allowing: - 10 - ood pre Direc as 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. aration r the Wh Location th S • e vault shall located outs; 5' nor farther tha. 25' from .th . Defign The ank shall b .a :: Tank izing. be ode; wi ' h meals . - r. hou estaura Ma .n t enance . t is the rap on a -gular may nspect the trap the •owner to pr.. ide All grey water compactor, etc.) trap In a Unifo Plumbing Code. A o• 3 • 4,, C� N.% f. Z. A e t e building, not close bu• ding four'. on. nif cap clean onthly inspect nd m T on , ,ii. j, t uble baff er Appe being e owner' - resp y schedul -d bas and, as the r ore frequ - ` t s ix . H al t nsibili s (typi sult of ice. V • , of . the seati y to ally uch II -P1 city o intain e City equire dishwashe , f oor drains drains un• ' garbage only grey wa r, shall be routed through the ition, all g -ase traps shal comply with section 711. of the 11 - g CONSTRUCTION ON EASEMENTS All construction on easements shall be performed strictly in accordance with the easement provisions. The contractor is responsible to make himself aware of all conditions pertaining to the easement agreement. .No work shall be permitted in- easement areas until . specifically authorized by the City. TESTING OF SANITARY SEWERS All sanitary sewer mains shall be air tested and T.V. camera inspected. Sanitary side sewers may be air or water tested. All testing shall be accomplished after the trench has been backfilled and compacted. Manholes shall be channeled prior to testing. AIR TESTING ( Ewa, 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 Director. The contractor may desire to make an air test prior to backfilling for his 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. T.V. INSPECTION Al], new sanitary sewer mains shall be T.V. came a ins.-- -d by the cont ctor n VHS format and prese d to th 1 - inspe r for revi.w fo ign -off of sewer pe s. a -. tractor /developer shall also be es •nsible • insure t the sewer mains are in fact ready for T.V. c. era spe tion. e contractor shall bear all costs incu r4 in ting a .. iciencies found during T.V. inspection, including the cost of any additional T.V. inspection required to verify the corrections. - 15 - 4 • PERMITS: DESIGN STANDARDS FOR PLAN SUBMITTALS All ••lans and specifications for sewer main extensions and sa '' side ewer services must be presented to the City .Publi Works Depart -nt, via the City permits coordinator, for review and pproval prior t• beginning of constructi Permits to install, repair or relocate sewer lines sha be secured from the ty Public Works Department, via the ity's permit coordinator, •efore carrying out the work. These perm s shall be in accordance wi Tukwila Municipal Codes Chapter 14.12. A street repai bond to assure restoration may b required by the Public Works Dir- tor before the installation of a ewer connection is made. The following inform tion shall be shown on al sewer plan submittals to the City: 1. Size of pipe. - 2. Type and class of p 3. Slope of pipe. 4. Invert elevation at all anhole-, side sewers or clean outs and at the inlet and outlet '.•f a. manhole where there is a drop connection or a change in •'p -. size. 5. Profile of all lines may be equired by the Director. A minimum, existing topography, prop • e•'. topography and invert elevations shown•at point ,sewer leavr st -ctures, connects to the main, and at all bends and jun• ions, 's required. If a profile is required, each profile shall be hown on the same sheet as the plan for the correspo •ing line. 6. Permanent or propos street grades. 7. All surface and bsurface utilities d improvement structures, and all pertine topography. 8. Stations of a connection bends and tees. 9. Location of xisting buildings and services. 10. Existing ..d proposed street right -of -way and e.:.ement limits for all util ties, including reference to any nece ary permission and release from damages for owners of property hrough to the ultima disposal point or facility. 11. All •ecial structures, appurtenances or other constr• tion. 12. Ide tify any possible utility conflicts. 13. Id ntify all clean outs. - 14 - •■., TRENCH EXCAVATION. PIPE BEDDING 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. 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. BACKFILL 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 order 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. 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 -shall 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. Materials: (All New) PVC — Min. schedule 35. Concrete — Where soil conditions pen'nit and slopes are less than 157:. 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% r I w I Long Sweep o I Bend o: o. Plugged Clean Out (Total 90' requires Clean Out) MI 4' Sewer Pipe , „J L ``` 7 j (Remove or Fill Existing Septic Tank) I Clean Out 6' Plug 6X6X4WYE 6' SEWER PIPE Cit." of Tez.lriarzigzz PROPERTY LINE Plugged Clean Out (l`f!'e) 10' Min. Soil Pipe Adapter INSPECTION TEE AT CITY R/W UNE STREET Use Saddle for Existing Main. Show Address on Plan. 523 BIRCH ST. 8' or LARGER MAIN SEVER Sanitary Sewer Must Be 18 Below Water Line When Crossing. SANITARY SIDE SEWER Not to acetic. 1 I I Test Tee & Clea ` 1g' 18" Mln. Cover unless extended to 6 .. Grade. IW z 30" CRY UNE R/W S -1 L—. Aug 6, 1990 FOR TH. CITY OF TUKWILA INDEX OF SANIIIARY SEWER STANDARD PLANS S -1 Sanitary Sid- Sewer S -2 Clean -Out S -3 Access, Cha nelization, & S -p Detail S -4 Sanitary Se er Manhole - 48' & 54" S -5 Sanitary Se er Manhole - 7 " Shallow Sa 'tary Sewer Ma ole - 48" & 54" S 7 Shallow Sa itary Sewer Ma hole - 72" & 96" 24" Manhol- Frame. With C•ver S -9 Reinforcin• Details for Manhole Top Slabs S -10 Drop Conne tion 5 -11 Pipe Beddi g for San tary Sewers S -12 Grease Trap 3. SURFACE WATER CROSSINGS UTSIDE S ate De dossing pc or A minimum cov of four When crossing water co feet in width, the A. The pip,- shal flexibl watert' B. Valve that the to in Water services shall be made equipment) for permit form as 3/4" and 1" shall be he ectio valv =.s s oodin manho Co P anent w.thin the sting to • m %%tic w A't'n et shall be provided over the pipe. s which are gre -ter than 15 f. lowing shall . -. provided: ep sub hal be of special cons ruction having ght joi' ts. rovided at both en •'s of :ter cros can be ,isolated or test ; ng . or all be ea-ily acce-sible, and not d the vale close :t to the -ource shall be m ole to allow ine leakage GENCY APPROV artment of Fisheries approval i The developer shall apply fo o construction. - 20 - each side ion of a s for sampl WA R SERVICE AND METER INSTALLATION STANDARDS of he v all eter urpos so ir; ect be ve or s. equired for any stream and receive approval 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. to be connected to an existing, in service water main by a wet tap. The costs (labor, supplies, and the completed installation shall be reported on the a condition of acceptance of the installation. 1. Tapping Saddle: Single strap Rockwell, Mueller, or approved equal (iron pipe thread). 2. Corporation Stop: Mueller " -10013 or approved equal. 3. Angle Stop: Mueller H -14255 or approved equal. . 4. Pipe: Type K copper tubing. r 44 These samples shall be taken in sterilized bottles :and tested by a DSHS approved testing lab, as designated by the Wate epartment. All sam- es must meet the DSHS quality standards pr'ir •• placing the li -s into service. ST RILIZATION AND St;-rilization of'water main •• shall be acco lished b ac ordance with e requireme is of the Stat Health De a anner satisfactory to the City. At n time sha wa er from a n main be flus -d into a bod of fresh w to include lak, s, rivers, str•ams, and any and all oth fi -h or oth r natural water 1`.fe can be expected. W .en a co centratior/ of not less than 50 PPM has been establi hed th th line, th- valves shall be c sed and e line left endistu 24 hours. ' e line shall then b thoroug ly flushed anc wate to en for .pproval by the local health a ency. Flushi pe be approv =• by the City. The ntracto shall exercis'- sp in flushi g to avoid damage to surrou ding property. S ini ial t eatment result in an satis actory bacteriol the test i•rocedure shall be repea ed by the owner until res.lts -re obtained. SEP 1. G TI • OF WATER MAINS AND SEWERS ERAL G OF WATER Water mains shall be 1 i at least 10 f--t any existing or •. sewer. The d' -tance edge to edge. DOE re'. irements sha also b where it is no practical to maint-'in a ten the City Engin:er may allow deviat'•n on a case -by -c if supported data from t the Engin -er. Such devi allow instal ation of th'- water main close rovided that the water mai is laid] in a separat n undisturb, -d earth shelf �ocated n one side o uch an ele ation that the •ottom •f the water ma inches bove the top of he se er. 2. C "'SSINGS Wa •' -r ma ns crossing sewer 1 sha ver ical istance of 18 inches b mai \ and he outside of the s we the ater main is either above one •ull will ne a suppo - 19 - be laid to pr tween the outsi This shall b below the sewer ength of water pipe shall be located far from the sewer as possible. Spe or the water and sewer pipe may be the own artment a�d 1 chlori.natOd ter. its 1.s r water where lori ie oughotit bed Or samples iod must ial care ould the al test, satisfactory rizontall rom hall be as red met. •n c es oot s= •arati•n, se bas s, tion ay a sew r, nch or .•n he sewer is at lea vide a minim e of the water the case where At crossings, p both joints ial structural required. 4. ACCESSIBILITY FI Fire vaul Hydrants shall (50') in the trees, fence shall face as required SUPPLY y 1 he F Hydrant su'ply li provide t e fire Uniform F re Code City's cotprehensi EXCEPTIONS SPRI ER VAULT Any e eptions to items cov:red by thi by the hief of the Fire Depa ..tment and t the ire preventi bureau of the Fi except . ons must be 'n writing ler pit will conform ' h these Standa and the sprinkler ing in the Standard Plans. DOMEST ATER SERVICE METERS in plain vie • fo.: a distance of fift of vehicula ap•1,oach (free from ndscaping, e:c.). The pumper discha reet, or 'n the case of private re Departme eet h■ bs, ge ,•ort ydr• es shall b of such, size and des gn as to low as r ired b' Appendix I -A of. the Fire Flow equireme is for buil •= ings an the e water design stands ds . chapt r shall be m: de e off cer in charge •f e Department. Such All domestic and /or industrial consumption of water, except for fire - lines, shall be metered. Water service connections and plumbing shall conform to relevant Seattle /King County plumbing codes and City of Tukwila standards. All domestic water service connections require an approved water meter permit from the Public Works Department. 1. Single family residential water service connections shall be a minimum of three- fourths inch (3/4 ") and use standard galvanized pipe, copper tubing, or PVC and polyethylene (ultra high molecular weight) pipes as approved by the current Seattle /King County Plumbing Code. 2. 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. 3. All pipe and fittings shall be rated for pressure of twice the minimum working pressure. - 14 - w I H,drants are equal to Mue #A -423 or #A -419. 1 • 2. I STALLATION drants shall stand plimb, ith not less than eig teen inches ( 8 ") from finished g9"de to the center of the pump' -r di •charge p rt. The pumper port shall `ace street or fire ccess and be r-adily accessible to.; any ire vehicle for fir' fight' g and ping operations. Iydrants shall not be closer than fou feet ') to any object; I i.e., fences, parking, buildings, etc., ith the exception o,f hydran guard posts). G and posts shall be install d around hydrants riot protect ' -d by c rbs, so as to prevent a automobile from; contactin• the hydrant. The guard posts hall be either Steel ( minimum 4 i ches diameter) or' concret (minimum 8 inches diame er). P sts shall be three feet f;'om the center of the hy rant a d shall not be iJ direct ''line with any discharge parts. P, +sts shall be six'feet long;, three to three and one -half feet s all be buried. Painted finish shall be" the same as for h drants. A 1 hydrants shad be instaed with an au gate 'alve between the byc}'�ant main valve and the wat r main. The gate ✓ .lve shall bet.L. appro3ved and have pa two inch s are o erating nut. The valve s'all•be instal ed at the by ant l teral tee. Ifl the hydrant's greater tha ten feet fro the main, the gate valve shall be installed in t e lateral line, ten f =et from the hydrant. The protector coer for the aloe s 'all be left. in plain vier, flush with grade fter la dscaping or •paving. ( 3. COVE GE Hydr is sha build ng, an perim ter) i hydra Pu spacing of t - 13 - Fi' e hydrant fe 'd lines shalle installed • at right angl ° to th- supply main in conformance , ith the Hydrant Setting D tail (s e City Stand rd Plans). Lea from th service main t the hyc rant shall, n ' t be less than i.x inches 6") in diameter t and an leads shall be h ot less than /and in.he ( 8 �� over fifty feet (50', ) . F..re hydrants shalk be installed on eight inch ,(8 ) • eter or larger distribution upply mains. C Hyd ants, aua.liary gate valve and and s ply lines shal, be ins ailed to. eet sound engine ring sta dards per NFPA 24, par graphs 4202, 4301, 4302, 303,. 430 , and 4305. 1 be placed so that '; hydr -;' t is within 150' f a that no point of > a uilding (around its greater than three undre'. feet (300') fro a is fire hydrants shad be :'nstalled at a min um ree hundred feet (300' al ng City water ma. ns . 1,10RMk biAlf466 CITY OF TUKWILA STORM DRAINAGE STANDARDS 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. 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. PF /amc:5:runoff J BACKFILL (SEE SPECIFICATIONS) 4" PERFORATED DRAIN PIPE PEA GRAVEL BACKFILL (SEE SPECIFICATIONS 4" PERFORATED DRAIN PIPE PEA GRAVEL ' 12" 12 „ A\ 1 1 PUBLIC WORKS DEPT. 6 4' MAX. 2:1 MAX. SLOPE 12" MIN _1_. 0 TO 1' 4' MAX. p/tAuv4G -x CONCRETE SIDEWALK 1"-2" MIN CONCRETE 1" GRAVEL ROCK WALL II J v i It 3 F IL II :.. F a . II If No Io mETRD Municipality of Metropolitan Seattle Dear Mr. Earnst: C Mr. Ross Earnst Director of Public Works City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Metro Capacity Charge for New Sewer Connections Exchange Building • 821 Second Ave. • Seattle, WA 98104 - 1598 1 January 9, 1990 FLI3 U 0 199() I t!I;WiLA 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 John F. Spencer Director of Water Pollution Control JFS:bha Enclosures c; 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. 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. 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, 3 '4'6Id�rETRO (.. Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104 -1598 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 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 \vill 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 at lotilETRO Reside( al Sewer Use Certificatio( (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 fifteen 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 Owner's Phone Number Party's Mailing Address (if different from above) Please check appropriate box: ❑ Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces 1057 (Roy. 5191) Plat City, State, Zip Owner's Mailing Address (If different from above) Party to be Billed (if different from owner) City or Sewer District Date of Connection: Side Sewer Permit # x 0.64 = x 1.0 = Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 For condominiums, please fill out Supplemental Form A In addition to this form. White - Metro Yellow - Local Sewer Agency Pink - Sewer Customer For Metro use: Account # Monthly Rate Six Month Due • 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 V. *IT •.:,.y 26 . ,. u £ f j ' 7w n J` i •7 'i 0 • . .. ._ - . .. .. tY}' Ai✓, t„ {s}rl:v3��✓,"aC•C./.A�tM- �y+�". " } .-`1. . .. 11Z ti4 kA t t .'f i s AND c )E 'uMc NI NI ttIZl=ATTD ro e.. w4 AMP //V /lAT 61#111. s r. Ca#A .1 U a' y' , p .• ,y dou 5 ti c FN I) $ l 6. $ 1 CjO GSM t`t t( Oh! e �: t - D . . F i F N ?( iu. to - g'1) cs t, DATE: Date FILE Co PY 1 understand That the Plan Check approvals are subtect to errors and oniissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's . copy of approved plans acknowledged. REVISED . Permit No........ h-Doa PL 1 SCALE: ! 4 .. lI Fr APPROVED BY: DRAWN BY . • DRAWING NUMBER D2bF 16'X 24 PRINTED ON NO. 1000+4 CLEARpRINT • I ►VIIII1II HII,I_!I'ITi`INtr+i'rJ I LI11IJ IIJIJIII! III Ii ft II virLI 1 2 « 3• 4 5 6 7 ' _W..:.. - ..-- ._::x.:.. _ use.::...,..- £t4oc�;o•m• - ^.y'_ ."r -._,_ — — - - --- -- - - ' NOTE: If the microfilmed document is less clear than this 16THS INCH 10 11 MADEmoERMm 12 oft. ti _ I f •r t • a; a ._._ z....,.,_..... w..a f { z a r X T y • arl : • El td v .+C 0 N -1 I 01 . 0 u t b0 CO 1 = d to a.+ w — c gam U - - + a Ca -- a I 131 ' -4 u w 0 0 4. !C) V d rri 40 .0 vi W 4) .0 0 x g • At per- .. � ?" }�w t2 4)*., !b". fi8o4v r : lf • Wit_ . 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(S C. -Perri 1.4-. • JAIE: S CA L E: APPROVED BY: ",!"I l f Oh ` G DIVISION RECEIVED CITY OF TUKWILA MAY 4 . t92 PERMIT CENTER r •%r .ni<a•�.K>uFisa 11 J I J 1 J i l l l I_.J I I I 0 16 THS INCH 1 2 3 ,. t -- ys :.. �` 'L. " =� ;...� � :a� � � rxw'� r �a , z R �. F � w.' a7 •� x1111111. j [111 1111 l 1111111111 1111111'1111I1 I: r 1 . I I I11111LIIIIIIil1lli l i 11l 4 5 6 7 I 10 11 �EINGERM GERMANY 12 I NO �' If the microfilmed document is less clear than this notice, it is due to the quality of the original document. • • ••• • ■ . •- SCALE: .- (c) Ventilation Where determined necessary by the building official due to atmospheric or climatic conditions, enclosed attics and enclosed rafter spaces formed where ceilings are applied direct to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. The net free ventilating area shall be not less than Vise of the arca of the space ventilated, except that the area may be 1 /30o, provided at least 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet above cave or cornice vents with the balance of the required ventilation provided by cave or cornice vents. The openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4 inch in dimension. 140 1 VA L I )11", 4.- 0 E t :51 , -; co- re, ."); S ?AM (- A LK AST 140 - 7 - 4:- .: 3Z A Lt., c OF API'dver> l Roar goc ACJ4 r 23:k.sf 2}dp i il;ft,f(S. X81 frOCS:r _ , S.C. 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