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Permit D02-222 - KING COUNTY / METRO - COMFORT STATION
METRO COMFORT STATION 13451 INTERURBAN AVENUE SOUTH D02-222 , . .- . - -,. � `, ,' 1 y ♦ Y�1 U� 1DO 'i g Ci ty of Tukwi . e Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 : DEVELOPMENT PERMIT z Parcel No.: 0003000026 Permit Number: D02 -222 it~- w Address: 13451 INTERURBAN AV S TUKW Issue Date: 10/31/2002 Q Suite No: Permit Expires On: 04/29/2003 -.1 D 00 Tenant: W Name: METRO COMFORT STATION j x Address: KING COUNTY METRO TRANSIT, 13451 INTERURBAN AVE S un u. w Owner: 2 y} Name: KING COUNTY Phone: £ J Address: 500 ADMINSTRATION BUILDING, SEATTLE, WA u_ d = W Contact Person: Z H Name: JOHNNIE BUTLER Phone: 206- 684 -1333 Address: 201 S JACKSON ST, M/S KSC -TR -0431 al 0 al i Contractor: D C Name: OWNER AFFIDAVIT - KING COUNTY METRO TRANSIT Phone: U ON Address: , o Contractor License No: Expiration Date: = W ` ,— U DESCRIPTION OF WORK: u' O INSTALLATION OF DRIVERS COMFORT STATION AND ASSOCIATED SEWER AND WATER & ELECTRICAL CONNECTIONS. tii Z PW ACTIVITIES INCLUDE SANITARY SIDE SEWER, STREET USE AND REPLACEMENT OF SIDEWALK AND IRRIGATION 2 DISTURBED DURING Z t-, CONSTRUCTION. PROJECT ON WATER DISTRICT #125 WATER SYSTEM. Value of Construction: $85,000.00 Fees Collected: $1,565.94 1, Type of Fire Protection: Uniform Building Code Edition: 1997 . Type of Construction: V Occupancy per UBC: . ' Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: ° Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. i ° L Irrigation: Y ' Moving Oversize Load: N Start Time: End Time: ''A6x. Sanitary Side Sewer: Y ` } -S r i` }, Sewer Main Extension: N Private: Public: t , Storm Drainage: N F '' Street Use: Y i�.t• l' . Water Main Extension: N Private: Public: 'x, Water Meter: a Channelization / Striping: ; ., � ' V . ', ra doc: Devperm D02 -222 Printed: 10 -31 -2002 4 :. 7. .,. •, ••,.. •`n '" .1 pq .s d.r: .., +,,.d'?: ,•." SPY•M , .LAY?A XifN♦M`MN>w NYbgaswYa+w +tr. .w. -. ..... ,, -- .. 4 i H 0 • '' J ��IU1 jy ,:. -fi City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS . z Parcel No.: 0003000004 Permit Number: D02 -222 = z Address: 13451 INTERURBAN AV S TUKW Status: ISSUED a Suite No: Applied Date: 07/29/2002 - Tenant: METRO COMFORT STATION Issue Date: 10/31/2002 U 0 to w w 1: ** *BUILDING DEPARTMENT CONDITIONS * ** u) u 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. al 0 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 5 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical w work will be inspected by that agency (206- 835- 1111). = W 5: All mechanical work shall be under separate permit issued by the City of Tukwila. z 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any 1— O construction. These documents are to be maintained and available until final inspection approval is granted. z 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). W 8: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division U of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection 0 CO reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, 0 I— permit number and type of inspection being performed. = W ' 9: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to ~ H the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable u. 0 workmanship provisions of the UBC. u1 10: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). Z I- 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 15: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 16: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around construction zone (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. r Si i • 17: Any material spilled onto any street shall be cleaned up immediately. ti 18: Clean and remove debris from City catch basin in and around your job site Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. ktfrAt 19: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation •rid off -site or into existing drainage facilities. ;at 20: From October 1 through April 30, cover any sloes and stockpiles that are 3H :1 V or steeper and have a vertical rise of K o g p Y p p p �.t,•• .�:r�t 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. • AV .h°lifLj J doc: Conditions 002 -222 Printed: 10 -31 -2002 ux ` :`.�Y'iAlvrl wrap&+ 3• emm. �y.,. u.., m�. rarxruy mw:. ym. su�xiywwr. swaxx. cx+ ry +7�++w v ................... -,. .... w...•..,..........- ,w.,e.,..,. ..,., .,...,.•. .e,., , , ...,.+.n.r,.. .•:.,- ,...,,,,:. ».•....,...,... ,.. .1,... ,.....,.• . r•ar.a :,. - >:.: pia+. yes. 55*!+ '.iA:Ml•S'3�'s.:1yY71�$SWIICaa a '�I�+I.lu�wri 1 . - �r �. , 1 ---. i- �: ... % City of Tukwila 130e Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' 21: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All z disturbed areas of the site shall be permanently stabilized prior to final construction approval. , l i . 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been , , . z'. completed and prior to the Final Inspection. CC 2 23: Sidewalks and curb ramps shall comply with City standards. J M • 24: All double check valve assemblies shall be approved by the State Department of Health. U O 25: It shall be verified in writing to the Utilities Inspector that the landscape irrigation system contains a State 0 0 Department of Health approved double check valve assembly. This shall be done prior to the Final Inspection. w = , 26: CONTRACTOR SHALL OBTAIN A SEPARATE ELECTRICAL PERMIT FOR ANY ELECTRICAL WORK FROM WASHINGTON N 1 STATE DEPARTMENT OF LABOR W O AND INDUSTRIES, 12806 GATEWAY DR, TUKWILA,WA 98168, PHONE NO. (206)248 -6630. 2 27: CONTRACTOR SHALL OBTAIN A SEPARATE PLUMBING PERMIT FOR ANY PLUMBING WORK FROM KING COUNTY 1 5 ENVIRONMENTAL HEALTH DEPT. AT D (206)296 -4932 OR u) d (206)296 -4727. _ 28: CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FROM WATER DISTRICT #125 FOR ANY NEW WATER Z I— SERVICE. w O 2 w I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances o � > governing this work will be complied with, whether specified herein or not. w W • „ _ - -- -- .- -' - • 4 � # CITY OF Ti"CWILA _ FOR STAFF USE ONLY • t Permit Center � ;'. o H, ,*ict Number: ' i i. = 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 DO2 an I lli X (206) 431 -3670 Permit Number: New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: Value of Construction: King County ]'Metro Transit $85,000 Site Address: City State /Zip: Tax Parcel Number: 11451 Tnt- Prurhan Avenrie South Tukwila, WA 98168 000300 - 0026 Property Owner: Phone: King Cniinfy nPpart of Transpnrtatinn (206) 6f14 —T313 Street Address: 201 South Jackson Street City State /Zip: Fax #: 11/S KSC— TR —o431 Seattle, WA 98104 -38 (206)684 -1900 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: ' Ter ence Hsu (206) 684 - 1315 Z Street Address: 201 South Jackson Street City State /Zip: Fax #: , m i= M KSC — TR - 04 VI Seattle, WA 98104 - 3856 (206) 684 - 1379 eC 6 Contact Person: Phone: Johnnie Butler, Real Property Agent (206)684 - 1333 _J U Street Address: 201 South Jackson Street City State /Zip: Fax #: U o PSI /S KSC'- TR- f)4'11 SPattlp, WA 9R1f14 -RR56 (2061684 -1900 W W I Description of work to be done: Installation of Driver's Comfort Station and associatO J i - � O sewer and water & electrical connections. W Existing use: ❑ Retail 1 Restaurant ❑ Multi- family ❑ Warehouse Hospital l g 5 LL. ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office co d fl School /College /University ® Other Transit Park and — Ride Lot u1 z Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital �' El Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office W i-- • ❑ School /College /University n Other Bus Driver's Toilet g j If yes, extent of change: U co Will there be a change of use? ❑ yes Ea no 0 co OH Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) w W Building Square Feet: —0— existing _h. 5_ new Area of Construction: �” H 16 0 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes n no ili Z co Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets U HI— APPLICANT.REPUEST FOR . PUBLIC WORKS SITEICIVIL PLAN,RIEW E V OF. THE FOLLOWING 1 Z :(Add r determinetl Eby fhe:Putil %c- 'VYorks ° Departmeritj ❑ Channelization /Striping LJ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. s ❑ ovin an Oversized Load: Start Time: End Time: , - nitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public N/i 2 -. Storm Drainage Street Use ❑ Water Main Extension 0 Private 0 Public • Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s) : "Np$�39PE t,C,flrro� ❑ Water Meter Temp # Size(s): Est. quantity: _ gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be 7 reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. ,'.` Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall 4 ' ' expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 :P.....„ � l days upon written request by the applicant Y p q pp as defined in Section 107.4 of the Uniform Building da u re b a `�� ' ' ... 9 Code ( current edition ) . No � application shall be extended more than once. r ';m: . ..,..r Date application accepted: Date application expires: Application taken by: (initials) l!id,'- 7 - 29 -b ` ) - / 9c2 i _-- j(cc,/y— t] ,:. PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 L: ,,, : : t • • I 1 ALL NEW COMMERCIAL/ADDITION ' . - FAMILY PERMIT APPLI ATIONS MU' : E SUBMITTED WITH THE FOLLOWING: A�- �F$*I►WI QS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL E 1 R' j\1 • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for ` servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan • 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. • 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC • w 18.45.040). CL 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be 6 0 removed. U O 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, cn o species, location and spacing. Location of service areas and vault with proposed screening. w 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. co 12. Lowest finished floor elevation (if flood control zone permit required). w O 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply 2 line will meet or exceed sprinkler system design criteria as identified by the Fire Department. g 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). N a ❑ ❑ Vicinity Map showing location of site = w ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ? 1- 1:1 ❑ Mechanical Drawings w O ❑ 1:1 Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ? o ❑ ❑ Architectural drawings 0 ❑ ❑ Specifications (if separate document) o w . ❑ El Structural Calculations U ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping L I p ❑ ❑ Height Analysis iu U ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer P. I • ❑ ❑ Topographical and Boundary Survey z ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non- Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub - lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". �',: Building Owner/ Authorized Agent If the applicant is other than' the owner,: registered architect/ engineer,: or contractor Ilcensed by the State of:Washington, ‘ a, 41 • 1 1 notarized letter from the property owner authorizing the agent to submit this permit appllcation and obtain the permit.witl be required: as, part of this.'submlttal.'::: I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER � PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. +, —`= r BUILDING OWNER OR.AUTHORIZED'AGENT: • Signature: Date: Print name: Phone: Fax #: Address: City /State /Zip: NCPERMIT.DOC 1/29/97 a, <` 4 . } .. ,_ a.. a r. ar.+::; d:.. 4tiA'.'} w+ r; w' P*'! a% rKrxcva ?,rovr'tnr,- me:c. +a:.vmr.♦at. nrw.v✓^*rvb re .»r ,:.. r. . .,,. ., .1. w. a... < . .,... ..., . . -. �Illrif� 1 • —1 t - ! - — _ - , . .•/ ��wA P.13, ."1 ,--� ��,. City of � 1 ukwila 190 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • • Z RECEIPT , z � Parcel No.: 0003000004 Permit Number: D02 -222 U O Address: 13451 INTERURBAN AV S TUKW Status: APPROVED 0 Suite No: Applied Date: 07/29/2002 W Z Applicant: METRO COMFORT STATION Issue Date: i u. . \ -4-i • r } + F City of t ukw i l a f 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . z RECEIPT , : W 5 L Z . _ ., . _ . Z Z Ce 6 crIS U O - 7 INSPECTION RECORD o tu Retain a copy with permit bOd - 2 J INSPECTION NO. PE ' T N'. SQ U u i CITY OF TUKWILA BUILDING DIVISION " ► °O 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( • 4 0431-3670 g J u.j Project: ( (^ 1 Type of Inspection: � , ! � � � f) S { c14. 1 6," ( ►� N a 't = Address: Date Called: 1- _ i -2 - a..r . t,r� , arb4$.. 8- 3-0 Z t- 1= Special Instructions: Date Wanted: .m' Z 3 - 0 1 -1 p.m. W Requester: U c. \�t N _ Phone No: 0 I— W W . pproved per applicable codes. Corrections required prior to approval. COMMENTS: Z I l l U 2 . Cr( Co vri (-ems . ZI- I • j "C'srw, •�- C 0 'rui�;'tdt 4� "� y� F s��� i • w „ r Inspector: r Date: r ,y go FEE REQUIRED. 0 � El $47.00 REINSPECTION E R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. . * „F Receipt No.: Date: M. ,1im f�{ at ,, ;,,'.1.tiCF;%aW L'+ 5? t' A; 4V'rar «c:t.Ji.�r,•,�titits, �j ti +t +i'- k:`4;41: "�',�F^ • t , .. , ,- — -- - r –. . Z Z �W +•- -• -•'� -- ^� .:r+.-- '� -T!"' .. ....+ -" 1. ""^^.^--r, ; a , , . ± ^rr ^• --- �^ 0 O .. .. • CO CI INSPECTION RECORD `,' Retai a copy with permit /-��° ' �� N o JINSPECTJON NO. PE , � , T N e la 0 CITY OF TUKWILA BUILDING DIVISION 1 r 6300.Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj�� �-C �. 0 )14/7%74-- pe o f /A)4 = w �' � • Address: j Date Called: Z F ' 131/57 ■A- �j 7 ~oo � oy . 0 Special Instructions: Date Wanted: a.m. W W . / 7-- / o V p.m. z 2 Reque,�ter , V O F_ Pho a No ��© ) "7 _ 0 Approved per applicable codes. Corrections required prior to approvaV ; Z W COMMENTS: . i H = F. II --- PIu pl ou `i i c� e r� > c /Gt ( Z r . kr t Prrt 0 . v..,. 1 11 hr � � let L)eitof1 _ • ,: i i i tilt I't!14 4 Inspector: Date: � � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be F ' 1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. { Receipt No.: Date: 1.1 p'M1 ^,* •ti.` i ii i ; Sqd '' ;t; .k: t .. r . ;. ;. } � d ; ..+ {i . . < Y.i"i '4' , '', i ;1',:..`Ui4 ai;d+i:iiov.4ttiS'e.Y.lr '�[�. TrATi N, 'e .=,v,, 1L .skl,,- 4C,,.,. r. �i1w tiY K."?�:;2Y''Sa.Ia Yr..it .:.lS,+:Sr s . , ha'y. .'t: .xr x ,. V'. . : .. �d�i+'. uh � : .s..it�r}t •':a�cl.r_1.:: c.+:�::J ..3:'.; .. :. i.. .�..:.a' F 1 - j - '\: Cr - "V •• 1 Z Z Ili it2 1 . 0o I I N INSPECTION RECORD Retain a copy with permit 0� -`'2 A J i INSPECTION NO. PERMIT NO. CO u_ CITY OF TUKWILA BUILDING DIVISION 111 w i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g - u_¢ Project: Type of Inspection: CO d Th>fr( )7) ..�!rcl.t)( / r\ _. init_ = W H = Address: /, ,/ Date Called: J � 5 (6 / -kr r,c / LT0 - ✓r._`, 0 2 /U (-/ Z 1_ Special Instructions: Date Wanted: a m. / / 3 / 6 , c / / p.m.) w W Requeste _-.- 2 D \,.kl u )C'! 0 w Phone N �H �3 3 7 -2- /- = w . • U 0 Approved per applicable codes. a Corrections required prior to approval. O Ir.. COMMENTS: 1il Z U = ol 0 - 7 / 4 ,,I it.,0,- ,e,,,r 647-ifAialb( .. 5 5 1// W d (1 l 7 lAt't . H 1(tfrL( li 7 L A i jrx". 11 � �l I Inspector: Date: i.. 4i .�.. * ��y ,!'Si.?,. It' r • El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be z o } paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Receipt No.: Date: r fit. r. . . .,_ ... ,.._ ......... .. ..4 , '.1 , ar.' 4.: 4,,ht %if4 av i r,la+. ir1u :rttc, l0.Tges." .re. 4 . r 1i .'‘ :: :iui: t 1 . . - 3 _i - - '.- ' - • - '.4_, Z l- W Er QQ 2 J 0 00 N 0 INSPECTION RECORD u) w J = Retain a copy with permit DOZ.,-.2'22---"- CO u. INSPECTION NO. PERMIT NO, W 0 CITY OF TUKWILA BUILDING DIVISION 2 ; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' ct: . Type of Inspection: S N d L tU�T ( r s s = W Address: Date Called: i- /3 j T l4 &L C, "2/ 7/6 f Z Special Instructions: Date Wanted: a.m. Z O R. t/ p.m. W W Requester: N Phone No: CI I— W w . = 0 Approved per applicable codes. El Corrections required prior to approval. O C OMMENTS: Ij,j Z 0 _ O� `7 7 /1 /q Pe w k . Z SSA l_ V r te ' �L _ e - &( N � t " 4 ` ill Tom" art- S S RA 17 . a it- 0 .. . �? 61 tn.) -fit.. (, ( eiy\ - 0 l' S C Z) r ._d\k/N p �. Q ±' !_ kii -Ift : 111": : : ins ector: `` Date: j + 1 p � 1l � f �]l D +� � 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , - , ' ' \:. "gib; paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. � Receipt No.: Date: l�jll , 1 - .. . -- -,‘ cr ... Z < • . I ...I , 1-..c. „. . . _ _ ...... . ' tt .c 6 5 . —1 0 00 I NSPECTION RECORD 1 CO 0 CD al Retain a copy with permit 0 —J !— INSPECTION NO. PERMIT NO. , to u. CITY OF TUKWILA BUILDING DIVISION uj 0 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 (kt , ..7:1 Project: Type of Inspection: I Ikt etried 64 c 711.12, J on/: L < w f V) P — CI Address* , Date Called: X - .. /39 - r - LA■ 4J S. 6//V I - ILI Z I- Special Instructi6ns: Date Wanted: a.m. I- 0 61 C.S.)r P.m. Z '- Requester: ILI uj 2 D i k i ( tit/16)6Hr- D CI C.) Phone No: 0 52 _ 2.--(D6 o -09 0 LIJ u j . . 1 Approved per applicable codes. 0 Corrections required prior to approval. i - - c) COMMENTS: ; , ' e el 9 7 y rArei 0 I z ... : 1_77 4, i/A31 ...--....- / k.6. , /1//...-v-,..9....pi , iii--ref A *7 04/ fi4 r be.A.p, Ale /4v/) oA,,c-V ■ :: 5u & All° Y .4 7 cc,Q4A T,N .r 7 V7147 . -4' I 1 AV 1.tir V r4 • f tt ■1 Inspector: 6 t/ Date: / t X 14 1 ,, -.1-, 111, . • E $4700 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: tr i,„:,. ',•:. A ,., , ■?.0, A4 r0 .41 r. ,n.414:4Y 4 Vh. • ,,k1r, 4 kNi. t . . 1 r z T Z 11: w 0 CD INSPECTION RECORD az+ Zzz- Retain a copy with permit N LL INSPECTION NO. PERMIT NO. ui CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ti. Q Project /� ' Type of Inspection / } = d Address: } Date Called: 44 / 1 ? F - 9. Special Instructions: Date Wanted: ( a.m, Z W h/0 Requester: // V Id kVt Mire/ mil_ 0 H Phone No: 74 67 o w w . , 1 ) El Approved per applicable codes. El Corrections required prior to approval. . 1 LL Z. COMMENTS: V � Z O H I Z • 557 yoy t)A.6 ()/ Gv fi oz si ■ &,ado /.4F 5,6?cmv4 - 0 (/ /l_� 17) 1 *Jo w7 5. P . �L 5S-2- () S+ wE - le ,fi1/4) h 4/ . 4►Aia€(.77d , t1 ,: P :.° 5 5 -10 64774/Y C O M, � e- Ak'k G r L Lt mm,46/ & ) lu 51 f)e: s wV /*aide , -C�,J £, ?m I,Li Pie/64- 7 . Inspector: G Date: . V. /9 4./A '. * El 'i.yf9v� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ofil Receipt No.: Date: M i; . .: ' n ., ,,�. �. ... .. � . < .. .... .. Pti,.,r�I M b.•''W",✓uteiY.Ye4�:`12i�;1� ai,e.,n i} .rSj,a,M'4r <$k} . ro^w W n..i. .... >• . .. .. .... _ .......�.. ... ... � " r �` ...emu .... .. <, bti: , _ -_ . - - \4 :r - Ni • z N Z r ' ... _ . _ _. .. Iii.. 2 al INSPECTION RECORD w Retain a copy with permit ' z'�' J INSPECTION NO. PE AI �� / W O CITY OF TUKWILA BUILDING DIVISION t I 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \ 1 (206)431 -3670 g n Project: Type of Inspection: �" `� LL" a tc C . M- o Cow yt- V cvi a Address: Date Called: I— _ \s r�-�,, A 4,, z i Special Instructions: Date Wanted: a.m. Z O C 1 2 p.m. z W . ;, ` Ir Reque st \ .1)cL! -e �)Gl ac U N . Gti\9& Phone No: 0 U) 2a( -331 - - 7292 =W Approved per applicable codes. ❑ Corrections required prior to approval. ~ P COMMENTS: • Vrrii/V t 4 h - C p r cv e d F- (.A_A - 1 \\ U\A I or - CI r C) \J P(Jl } 1 - I Y to Wok Ibovc; /U i �' 0,)r)r)r �n k, \ A,\I rP, N A S ct 1i\sl)I0,4 -1 AyA � ' ,'t . 1 . + Inspector: / 3 ? , a/vvitr 3 2—) +.: " 11 0 Ilia ".; ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be r .?i , "� ,si iii paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. iG €:i':; Receipt No.: Date: .. .:..._ .,. ....,. ........ , .ks:; nt,}a aeisnhr "` W` u'+ 4a.+ tix ..;`.ea;9rgrt,:.-!+'1'A?c %.c4cY2h!t 1?M.r>., f • - i - -. -- - -- i Z I- W 6U i . . . 0O ■ INSPECTION RECORD w w Retain a copy with permit pj J INSPECTION NO. PERM '. , 0 CITY OF TUKWILA BUILDING DIVISION 0 -: % 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 4 P'ect ro: Type of In3pection: `_ Q 6 a/if S/z ;5 )4 I `,"Y f.'2 H /7?/ D a d s: Date Called: d Z = 1 ,, ' /uu r'r s. i t 7/0 1 1. Special Instructions: Date Wanted ) 1's () P . Z 0 m f W W Requester: n 0 0 CO . , CI eil- 0 "l'12 ° WW Approved per applicable codes. 112 Corrections required prior to approval. 1.- I O COMMENTS: u' Z W N 0 I- i Z ' 4- e�-. 1 r t CAA I 1 Y 1 f'l e \ / v \ \ Te,r r , v '91/V\ % l (.114 t u 1•■ ',. 5y,,,,�. {T�� l y - � . — ' 4' ` ; e,ra ,1M Inspector: _ Date: `` . ' �,� .- - 1 - 0 L1 ` ' law $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ) iv,: l, y h: paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' 1 e ... ««:f>iu'o3i 0a0. -I' :? 1r;.' a ..:'ig.`1 3,„. ..Y17s. 1 , , CITY OF TUKWILA BUILDING DIVISION 6� ! . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g - . �' Project: Type of Inspection: W Da ((11 }} d YU OW1 0► �>C� -Pr or Shp.4I.,E ` = w = Address: ` Date Called: d z i 1 5 \ �.1' evU ILA " Z }..' Special Instruct ons: . Date Wanted: a.m. Z O p.m. W W Requester: j 0 c U � Phone No: O H W — = W it ,,x . ., I— pproved per applicable codes. Corrections required prior to approval. ' 4 ' COMMENTS: Z I U u O H z — 1 f �r. e VO . I : } Inspecto . + A n - Date: 2 � I A -(� 1 r ?• mmi :." ,, i t E i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " § .J. + i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 111 { 1 . ' Y 1 1 ��� ,.f rY,xJ * °•:�:• .J4 +.+.�k• , i a n< 4�4a "` � r.:. ,gf � Sitp4f 11 Ne ' S�fsmt r ut1 { nrx� b J` 6 c. d... � ,s. ez,,.i.,,,.," ,41,,` + n.u . ∎∎ .444.:+!;iti.V4. It'XI itkai;l ;d9. , ∎? 1,,i..1;kX. ..W4c'ria. 1 . I I - i - `l. - - . ' 1 Z }..' Z re Lu i UO INSPECTION RECORD Retain a copy with permit , INSPECTION NO. PER 0 U) u. CITY OF TUKWILA BUILDING DIVISION a w 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Project: Type of Inspection: 1 (� I t U. .0 . - e 1YU \ OYY� UY"t Tnt)vl A(.,1 t cAn nro U) Address: ` Date Called: I W \: - � i Ir �Ulrbc, v , Z = F- Special Instructions: Date Wanted: a.m. I- O p.m. Z H Requester: \ II `.JC)V1 V1 LO `f t c 1- U o Phone No: 0 N 2 - c7yo o o1- ww . N Approved per applicable codes. J Corrections required prior to approval. I U . tl. ~O COMMENTS: iii S - e �� C OCvvl.en'iS flfl \,1Ci-e(, H H r .v` CO31v 1 Vt.n.-t r ; Ci .) -4' ((1 rN vv C -Pns}rn", ,C--1-F ( t .S �0f G t r \I•, Cnhcr -eA� W \X 14 - o-Pie - Gprrn 1l9C,i I . r .rM� ■ X1 .4. ., ; : 4 t -;` Inspector: Date: 'e4" A.A i N, 6 A t ' E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , if4Y, gat . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: g'tO r Nll1 �5ry�yy yj _Y.n!`. i 'x.urA' -, -., 5 r' alma. ....,,..,. / 4 iJ.:.: is .a+ie.::.Sa:..'w3+rai..-- -_--3* 5 •uy�,6�erafcrr st;Mt.nd'aA7 � +rwc.._H. r_..»a+.;w.,. .. ..u.:.. t ...., «..:s ... .,A w:,. n .. 's t.; 0.aEun4,.A.ut vai^,.'.. NEB` kXit rr ,.;: , :' .,} tA.4,:414...v, • a - - - - - i. Cr" • Z - W re 2 :.� � • � o . INSPECTION RECORD � i , Ito w = R etain a copy with permit ©�� ao�o? N INSPECTION NO. PER 1 NO 0 CITY OF TUKWILA BUILDING DIVISION - 4 • 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Insp ction: u. (Y)e±ro Gil (a Sla:ficn h'((r »1 nc-1 = a Address: Date Called: �l I— _ S pecial Instructions: Date Wanted: (a ) Z 0 cell � }tanE' tai J3o)oy p.m. w W Cal) Reques er: ? bare ,t ug S7(1517 S7(1517 73a—u' . �(r l Phone No: Y OF - Approved per applicable codes. Corrections required prior to approval:" F. COMME S: uj Z f ` I ( H I . )u\\ F1(ati \/- Let (UNS "t O • Z 1,0 X4_0 -\v\src:` ovN. S 4 v ,--.I0.)../ A-\ , (1✓\ 40CAl Hr } sL, 1 v..,,, 04 4 S W . t. r n, vn ?- ci , c etch M4 hl t -� km,�Ml v,r t I 2 A r rvr S 1). 16 ,6 yo-k. () ►n ()� 15 / 1 e' ( ;5 , eK' r Y'' 7i, 66 Ins e c tor: �' Date: • ` � '1 , P �_ 30_vLI � ; ,` "Yam! El $47.00 REINSPECT - ION FEE REQUIRED. Prior to inspection, fee must be fi 3 i ,', .; paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' 1 Receipt No.: Date: m 2 , rw,. ariummi ditZEMMIMISSMONEMEMBNOMMA ____________ Z T Q i l' r .. : . ... .. .. , ''Q' W CC 2 + `f� E J o U 0 f` I INSPECTION RECORD N ° U) W Retain a copy with permit ~aa� J `•` INSPECTION NO PERMIT N0. k:' ` ; ` CITY OF TUKWILA BUILDING DIVISION W o r :.,- 6300 Southcenter Blvd #100, Tukwila, WA 98188 (206)431 -3670 2 J ,.,.. Project ( Tve of Inspection: •Q met (0 r .,, , Address: Date Called: H co W N! a c/c I T/vf At( /?Ades t' �' /03 Z = Special Instructions: Date Wanted: a.m. } R equest W L ' ?.- J - f »F.)i c') m ° Pho _ U to :c: � o� ass o 1-- 4 ` � WW 1 Approved per'applicable:codes. Corrections required prior to approval. H U `COMMENTS•- Z iii ' t .G ?.. c i f, r .: t fi I ,.i?..4 „.Y ' �' �,c.: ( � if�'k� i&.,:;,1,-.: ii f ` ;-+L ^ r' C " L.t ,,:'.( .c�?� ✓t � ,:� . ,, i • t 'i )'. -NI,. : .- •...;_ a • t„,..,,,.././91,..,.. ;r.. . Ir" $ . t> ...Of ,/ ? ^.t /17:: rG y� ry ht P S. r; ''' f a i ... h LPN �� r , Inspector: Date: '. e ' " . 6 \I qi 1 IL ) ) ialii,it, f. ,,, . 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , ,., v, t °` `' paid at 1300 Southcenter Blvd., Suite 100• Call to schedule reinspection• y .t,f. rt ,,, Receipt No Date: ” t r. arias #.. wii r.44,L1,,,,,,.,,::w.,..w':rdrN. 9012. -;e...t?.-i.(lisut&3,.4 zx. , 4 File: D 02-0218 • 35mm Drawing #1-10 1 , 't Cr • i F � : ' % February 5, 4 /4, N � ( / 'A T . To: Mr. Bill Rambo, City of Tukwila Building Department From: John Wright, Resident Engineer, King County Metro ���QQ tN�1. Subject: Foundation Inspection, City of Tukwila Permit #D02 -222 . - w Metro Interurban Park and Rid Driver Comfort Station Q D U J Bill, attached are photographs of the resteel and formwork for the Comfort Station w o foundation prior to concrete placement, a copy of the delivery ticket for Glacier Mix w 1 #3210, the mix design data for Mix #3210, and the most recent 5 -month compressive N I strength performance data for this mix. Please let me know if there is anything else that i 0 you need to see, and I will provide it if I can find it. 2 Prior to concrete placement, all resteel was inspected for conformance to UBC section u_ 1907 and the approved plans for cover and spacing, and UBC section 1912 and the w d approved plans for lap splice length. Several areas were found where the contractor did H i not have the required cover on reinforcement, both between bar and the exposed surface Z I of the finished concrete, and between the bar and the earth. All of these conditions were z 0 corrected prior to concrete placement. I made sure that all of the design conditions for g 0 the concrete and resteel were either met or exceeded. v co As I mentioned to you earlier, at the time of the concrete pour it was my understanding 0 from the contractor (SEFNCO Construction) that they had contacted the Building w ui Department, had discussed the City's inspection requirements, and were told that the size � : of the job did not warrant a special trip for inspection. I should have known better than to 0 accept this, but at the time I was still believing what I was being told by this firm. I want v 0 you to know that it was never the intent of King County to subvert the normal inspection P H and signoff process in any way, and we are ready to do whatever the City decides is z necessary to resolve this issue. Thank you very much for your help in resolving this. ` Attachments: 7 , ,. iL 31 « - 1 I 4 i . k» 1!, 1.f 11 z tt ���{{ i 11.1k. Atet ■ J :Fr u , '' ..w' y, .'•' •; • v "i... ✓,. "l;r.:t ! »•.4u4kuvS _..: '. «..,..,.ni , tr. , iH.,...:.4r.: ..,.'w:.: tirx: ..ks:1fA2JU'i{tis,wsS..i�trK..7.. ,,: .., ..i . «w.. a. en arwnturwk.wvrw+rw...NV. +. rw. .____^____ r____TNn:n4.Ni____PF1________: 1 . 1 1 , - .- �.�r . a • Sidewalk Iidths - . N Local • CBD Access Arterial (See Note 1) • .......... cs P- O /CP /CM 5' 6' 6' •::::. •:.•.• 3 . C -1 /C -2 6' 8' 6' z 5' , = I-:' a •••• 1.11• All Others 5' 5 5' ' ' UO Curb Ramp (See Detail R -12) W WT ............... -i I- l ............:•• to u, . ‘ A Score Joints Every 5' W O II ! I! ! J 1 ; 1 1 1 1 ........ :•:•:•:•:•: :.• : :.::.•: '•.•. : :. • .• • ■.• .,.,., ,.,, .. •• • Z$$ U • 3 ' Wide Edger Finish W H I = U 3/8' Futt Depth t,t_ 0 Expansion Joint- Expcknsion Joints Every 15' Z 27 MaLx. 1 %Min. U c Type 'A' Curia _ , f@ Gutter o' O I— ,,: �� • �,� �.,; :; 1' Wide x 3/8' Deep Score Joints Z /8' Minus T 1 l /. Crushed Rock T t4, • 7,FZVZZ -a- 181 - Thickened Edge On - Radius , . w 3/8' x 3.5' Expansion Joint -1 . Section A -A NOTES: 1. Sidewalks shall be a minimum of 8 f eet wide at bus stops and pullouts, or where the speed limit Is over 35 MPK or where a trait and sidewalk are combined. 2. ExpoLnsion Joints shalt be placed every 15'. score Joints every 5'. 3. Cement concrete shalt be placed on 2' of 5/8' minus crushed : . ,: `'. < ti • rock, and as otherwise specified In the current APWA/WSDOT ' .� 4 • S tandard Specif lcations ' ' � , 4, Removal of existing concrete curb, gutter or sidewalk shalt be to • . . the nearest jointi score Joints must be saw cut and replaced with new. 1•; . > r 11 i ':i ` 4 , 4 SID EWALK DETAIL • � . . a $ Cit of Tukwila ° y f s �a + . i °y DATE- 11/15/96 RS -1 1 A , m Zlin , .� : -'i'.. ,.,w -. ...,.y.,r,,i :......aml�u.h.:) „1•'o?LM ,... .;:wC'.. civ ., .....s. .. _.�.... m...vmm.ati A ■ I , _ -- ■.. r ti, % ,'` -� i • I .... • 1/2- 3/4' Squares Spaced -3/4' -,- -N . I As Indicated- t 1/a' O ❑ ■ 2 - � Z ❑O❑ . . `zr, 1 �W 1/4 ❑ ❑ ❑ El 11 • Plug U1 • U O lin au 1 1 • - 4 3/4' co LL 1/8' Raise - - - -I r -- 1 , 12' Dia.. � , w O b 1/2' Wide Border 2 Fibro Joint . g J Packing U. < . N 1. 10t @@ = d '�--- 9. - -.. E _ uj 8 3/4' . Z F— 1 1/4 -, 2 7/8- O\ \�� \ \t \` \`�.S i 1 t 45 dog.(1/13) .... I— 0 4 9%sieU 4 j Q iii //J ,111111111111111 0 N: - Cost Iron Ring And Cover w = . • 'Ay U N . ~ O ~ Z . P • f • ?k ��t�1 a ' CLEAN - OUT d:, x 0 ,,' `'m Cit o Tukwila { . r" ' ° o ~ 11 /22 / 96 s +. • DATE: SS -2 ?Mkc. 1 4, , .t .. �.i ...,x ..r.�.. a., �1(:i:. a:W'ii ". ::G�.�...,..'•Wi:. .. < <�.J: iOF..y A1�47, c1 i::�.� r...♦ ... �.SJ..u. wt .,. .. . . .. r........r ...... .............. .-... . • .a' .`.M.Y...44,,if + it4YM.,v,atn ' . ' . . . , _ -. .cr :` t \ STEP DETAIL [.. ./,- 9 1/2' for Precast M.H. . — . 12' • Laps may be parallel or approximately radial at option of manufacturer except that • all steps In any manhole shall be similar. Steps to be located over shelf, not over Z channel. , 1 z MII Ring & Cover j--- Z ACCESS DETAIL See S -8. tY I 2 iiiiiiiiiiAriiP; 6 v . C • ii 1 8 ' Ma x. w w 24' Max. .� _ t w ® I N � a' Min. 18' Max. ® • • • W 0 • I Precast j J Concrete 6-4 t Notes* et Rings _ (J • • 1. Rubber Gasket & Grout at All Joints. Grout All Uiffing F — W Eye Holes. _ Precast Can* S•etion 1 2. Ste s shall be Line #p -14938 (polypropylene covered Z I— PP. grade 60 steel) Z W uj 12' Typ. D 0 Z c ON W � CHANNELIZATION W o Z i U N 1- .. . Kor -N -Seal 11 • • Z I Grout . Slope Shelf to Pipe: 4X N \ %� „c.--- . Side Channel / ' • ..? / 4' Min. - /// / / / // ' / // I W '1 / % // Constr uct Channel & Shelf • / P Inside Dro (Min 0.1' Max 1.5 ", / 1 I „ "�_' // 5 Sock Cement Mix r. I'll' pre- abricated PVC /fiberglose Min. Y ... T channel) ; - -. r K' Crushed Rock 12' Min. N @Il- Precost Base I % 1. f S' Min. ' �; • 4 ACCESS, S z gi f •'� O, f C i t Tukwila CHANNELIZATION, a ~ ' & STEP DETAIL ' • y rg;$ 0 1 ,a DATE: 11/22/96 S S -3 k` "`� a' m r). i t. • , • o. ,. .e .. ..r 7 .l-- ... v .v. Y . >8r5w�:• ...... .... ......._ __..... . , ..... -+•r .-nY. F�.. ty .. t 3 I .. ...., ..irv.,• A' .,.,.._r.�i..,.4aven:;4. ., evivww,• -rr.c 1 , - !- . -t.Gr- r s'Min. PLAN F S'Min. Z46 \� 1I1 1i$ * A I %�� ®��a See Access ��eir© J etail S -3. S'Min. n S'Min. I Class C Concrete Note: I , Z Drop piping to be some size as t,\' . MI 1 Z intercepted sewer. 1+ 24• z 1 „� � - to O 7 coW M ortar Dom or Plug as W I 6 1/2' - 4= "" required by Engineer. — H ••' WO 1 .. F 12' Tvn. ct_- • • • • 2 N J • . . co D I H W c= Steps ? i_ Sea S -4. Z 0 One Length of Ductile Pipe Iron • • . a= ' (Class 50) To Solid Bearing W W .. " y When Span is More Than 4'. .. 2 n ` D C3 Kor -N -Seal c. T e O 0 H + 1 " G =W "":(--- VW T 1/2 Blind Flange • d U As Dom with ! O Flexible Joint ::::L:::e *7 2' Min. Cover --- _ . • I - - t . Backfill with - - -' f" • , compacted material Class 50 Cost Iron Pipe. � Z as directed by r • a'" m 1eual as directed the engineer. S' Min.- -1 ( V � r � Q ), Max. I 9 �, by engineer. 20 I tq Manhole I' Max. -I ' ~' ¢ �' S' Min Cover • • Class 50 Cost Iran 4 Except Ductile 90' Bond. 0 ✓ t.very 5 Pipe Shall Be Concrete Encased. 0 Cement Concrete Class C Poured in Place See Channel. ... ' Cam rove Claims 5(11 @2) Typical Manhole Foundation Construction 's, ` '}' • Cement 5 Sock Mix Wit Detail S -3. " 4 , 1 1/2' Aggragate `- ' t' �. � Concrete Encased Drop Connection 4 Ductile Iron Drop Connection t r ,4 - : � 1 I L4, {3 . r ~ • '�► DROP CO NNECTION i : ; ' ' � v C it y of Tukwila A i ll* ' 13fr*I i, r x11 1 ./ lib. ,.i;�t« , • . DATE: 11 /22/96 SS -I0 c t 1809 t ' re me. p,%Xftaiwymwo• , .. a , . sum - ::. '. 1 111' ? tf1s µ ■ t, .'I '�' .: i - ..., .i'. .. r N. r"1„ :.t'.. w AIL ):h' %S::J "v in`�.., . ' f.%+ vf`•,.- j.:... Kxe; . h•it;cri. ..:t.i':S• +. .., .. ,.......... -.... ..... . .............w..e.... , . .. ,. .•. rt <.•.N.0 �'hSwlRtMhwel.a .y.„, t ---- ' ,;,.., . . . i • HINCIED READING . �k +5 * ) , 4 -_ Z r4 t O I`► � �� +#.4*1�.� 3/8 STEEL TRAFFIC COVER N CI I an e. - - --- \l% ,4•, (WELDED ED LEG ND - V.M. )� w z • \4 g =a i- W Z I= O i ,../..›.... ,..‹,%.,,,,„ z F- , w uj I ? o . I U 2 Q - I 35 -5/8' y W w 4 - \\ \. \ \�� @�, • ` REINFORCED CONCRETE U - - METER BOX F _ i - Z 1 • i ■ ■ NOTE: Use Fog Tite #2 or Approveci Equat ' -, 4k. 4 4 � WATER METER BOX IN DRIVEWAY !1 o t City of Tukwila it' AND 1-1/2" x : < - y A li►• 8 0 +� DATE: 11/22/96 WS - 1 2 ` . f � 's . , DA T E. �.� • .. . ,..: ....: .., .... .:...:....::.. .emu �.�..• xacat+�x axanr�»� ., :..� � ... ....:..::.`. iu:.'>'` .::ii.1."`..:,...- ..v:: {�ti.:... �, e e. ., .. ..,.�.a .. °..t'.. .. ... ... ..w,� .r..v.n..w w:+..++••— •.w.•+.w.+�* a• nw...n.......�.....e...,w..+r x...m �ulw.rar M M.en^�vM /,.Mt �{1MT • • , / -\.: r • , �J�.IILA, l � 64 / 1 .4t. •'. ', City of Tukwila _ ' 1 f Steven M. Mullet, Mayor , W T .i / i'� :6I 1 . aj e , ` v z : Department of Community Development Steve Lancaster Director 1908 I ` ,F— w I � JU 1 August 15, 2002 • v 0 N o . Johnnie Butler I Real Property Agent '. . co w 201 South Jackson Street w O M/S KSC -TR -0431 2 Seattle, WA 98104 -3856 • u- Lo I 8 I—w Z RE: CORRECTION LETTER #1 • z ~ Development Permit Application Number D02 -222 w O King County Metro Comfort Station 2 D 13451 Interurban Av S U o O 0H • Dear Ms. Butler: w w This letter is to inform you of corrections that must be addressed before your development permit can be 0 . approved. All correction requests from each department must be addressed at the same time and LLi Z reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, • v w the Building, Planning and Fire Departments have no comments. O h Z Please address the attached comments in an itemized format with applicable revised plans, { specifications, and /or other documentation. The City requires that four (4) complete sets of revised . i plans, specifications and /or other documentation be resubmitted with the appropriate revision 1, block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 1 ■ If you have any questions, please contact me at (206) 431 -3684. Sincerel e::r . Sincerely, Ai' kYt r. ����� � , � y 1 ' 1 1t: ry rt: , ; I Kathryn A. Stetson int Permit Technician x 7 encl r 7 T,k } xc: File No. D02 -222 f4t) ,111 0 t'1"1:77% ' 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r ° � ° f =., f. •(•., I ,. ,. 'l. ,., .,. ,i:l'.:r'$, ". -,4i.1 .:1+r..i .r,,n,`N.4µV- ti*Lr ,. :rk`...il;;.s Jr .rn+.x:t^w+uw,wa,r ar...' ... .. .. ,. r.,.,wnw s, -awnu er...w..aww w.',et.... ,. .,. .. a .i'LVr�a.".'�:, ..,..... , 4 . . ' Cr ., 1 , 1 1 ..• • " , t. . • .", c Ali I. i• 1 •• ' ".• -‘,"'" ' ./ . 0 . 110, .,...:.,%, '.., .. 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' - • ''s ' . • - • 4'' '';-`' :. ?•''Ii?'""C. - ,..Lex t .$,' ' ..:• r .-.t ' t .: -, ' '.. ''''' ..... p . I RECE1I/ED tall IIIIIIII■ FEB —52004 . MEW 11111111 131;11 DINC p . ANL Imag, DEP ARTMENT ■ !Mil 'IMO 0 4ift Aw l ' ____ photo -..(/ ,--, • ■ 1 SALES /DELIVERY TICKET 498952 LOAD TIME t)( ,' ''''(..i Administrative Offices - (206) 7 64 -3000 Dispatch -1- 800 -750 -0123 LEAVE / ^\ PLANT l ` GLACIER P.O. Box 1730 5975 E. Marginal Way South ARRIVE � -�- - � Seattle, Washington 98111 s Seattle, Washington 98134 JOB / ? _ � N O R . N O R T H W E S T START �. WAf3 AING: IRRITATION TO SKIN &EYES '*tt ; REASONS FOR DELAY TIME POUR . This product contains Portland Cement. Freshly mixed cement, mortar, grout. or concrete may cause skin irrttt)� ion and /or allergic reaction. Do not use without protective gear and clothing. Avoid any direct contact with skin. Wash ❑ JOB NOT READY FINISH exposed areas immediately with water. II cementitious material gets into the eye, rinse immediately and repeatedly POUR with water and get prompt medical attention. ,_ ❑ LACK OF HELP KEEP CHILDREN AWAY. GI WHEEL BARROW JOB RETURN z RECEIVED BY . 4•• TO PLANT .X ` •, . ❑ PUMP LATE/PROBLEMS . TIME _ ~ • WATER ADDED AT CUSTOMERS REQUEST TEST CYLINDERS TAKEN ,.,.. ❑ OTHER ALLOWED Q CL • SLUMP ON ARRIVAL ❑ NO y :. SUPERPLASTICIZER TIME U GALS. TO FULL LOAD ❑ YES Total amount added U SED in gallons U O GALS. TO 2/3 LOAD ❑ YES EXCESS U 0 GALS. TO 1/3 LOAD ❑ YES Tai l load TIME W = T # PLANT COST. DATE P.O. NUMBER i ORDER TYPE ORDER BY PHONE —J !— PROJECT # ':; CO LL , ,.. . ��. W i .1 l ),:.i e't:4�`` �,`'1i ..' ' 11r1,. 4 .1 171 (.,i CUSTOMEtjr# TAX . SOLD TO ti • ZONE SCHEDULED TRUCK # DRIVER NAME CODE ,• ARRIVAL g Q • £ ".3l.V% I '7 ;•~EFTICI.J., :NC: 1.... � t..it.:iNi r_t±:, 'c' �...1t a.ri1 . -. P i. 1. 3. c .._ d D STD. BY TIME LOAD # • F- _ E :f t�l•' L •E.'1..tf�41=t{�ji'•f t:1VE:. a. :1. ,, . •T(_31:.1411._11 f . 1 ;=' :, 7,51 ° ihri Z 1-- T :: 1. .4 ?i171 . (li3R T. 1,, M.. „ ' I'i i=s1:.E)r• 1='f•lHV ^r CUBIC YARDS RETURNED CLEAN - UP YES NO (Explain) I- 0 V • N HI PRE W W E i 4:_.. POST YES NO (Explain) • iI h,IDE • - DELIVERY n p PRODUCT 8 to YARD: I SKS ' I S ZE I cam,. I SLUMP QUANTITY QUANTITY P RODUC T U/M UNIT PRICE _ AMOUNT. 0 I— ` 5 calf w5 �''t . t i I °. ( 1 W W , s (1:1.4 TH i 1 l'BI t 3 _i. rrtifi .- ,A4,,, tzitzl '::11 /i'7 •I _ u. Z Iii U U •rt'IV ! l?O:'►NI'IENTFI'... C'::Hr)F- ;(: -1 F f Z . RIIcK USER DISP fIO,E7 1;U1 TICKET HUE NUM Ili TIM s T __ __ • �Ri:,?? USER .. 4 911q5 Mt17977 P?I,SP I i. i'i 'i' ?i:= t - i— SIZE . MIX Cftl3i SE ? .ui;U ID RECEIVED 9. Gs:l at} 321 - W z ?14811 TIP,TERIAL DESIGN flf �` REQUIRED DCITCHEP VAR ?: Viln :h111}ISTU . ACTIIIL VIAT B[D_5AND 1255 lb 11640 lb 11600 -4I -.34; 3.054 >: fi 41.1 al FEB 5 2004 Pa i_314 : • 1935.1b 17502 lb 17440 -62 :•.35' 00.5M hi .14 gl BUILDING NpE J -II 5t7 lb 4653 lb 4655 2 0.04°, is DEPARTMENT cl'lILK ;'517.0 lb 1368.1 lb 1360,0 •-Z.7 -. , 64' 161:47 gl ' a EA 5.7 oz 51.3 c+= 51. u -0.3 •.5B, NO; -'01i;rJz_HIi:U HUh i. ;nii,tiGS; i • "`' ,1i sil "i;: ' LOAD' TOTAL., 35;>s`,Ct lb DESIGN WIC: 0.48 WATER /I:T 1El�i; (. 4rU1 iCSI GPI" :II t. IL L c. t:, gi •fur 55, � �_. M " C t t1TER: a' y1 C+ :I U L W: I ER; 14, 101 }: g 1 Lii", �� + . ..t 0‘; t.- i `t:.i; ii; I itULr,1 k;. 0 if l t % r ` ;ii' ' • , , i . . p ,' . ,t 'a, ., - COMMENTS: i, �,, _ SUB TOTAL J . TAX ' =',, . am WATER ADDED ON THE AUTHORITY OF TOTAL READY MIXED CONCRETE BUILDING MATERIALS SAND & GRAVEL i �' OMER .... am amo . . FEB -05 -2004 THU 12:47 PM GLACIER NORTHWEST FAX NO. 8 206 764 3014 P, 02 *4.....a Faz Humbert: 5975 Can Marginal Way S. Corporate (206) 764.3012 I Seattle, WA 911134 Sales (206) 764 -3014 , G Li4CER ' P.O. Box 1730 Ware (206) 7 2- Seattle, WA 911111 Warehouse (206) 206) 762 -3077 N O R T H W a a T Telephone: (206) 764.3000 Cement Terminal (206) 764.7176 • I { CONCRETE MIX DESIGN #3210 = � . ~w 3000 PSI, 3/4" MAXIMUM AGGREGATE 6 -Jo POUNDS ABS. U o MATERIAL 1S.S.D.) VOLUME w = J F'- j CEMENT TYPE I - II 517 2.63 w O BUILDING SAND 1300 7.63 2 ? 3/4" x #4 GRAVEL 1930 11.54 J , WATER 250 4.01 LL u a °A ENTRAINED AIR 5.0 1.35 Z H ' • TOTAL 3997 27.16 z O u j AIR ENTRAINMENT (Meets ASTM C -260) 2 - 6 oz./ yd. U CI i ( DARAVAIR) o h- ' W / C RATIO: 0.48 The target slump for placing this H v. SLUMP: 4 +1 -1" mix is _ inches, The maximum V- AIR: 5 +l- 1-1/2 slump of _inches shall not be Z exceeded for any reason. C) N ' CITY OF . SEATTLE 0 F DEPARTMENT OF DESIGN CONTINUOUSLY APPROVED FOR Z CONSTRUCTION & LAND USE THE CITY OF SEATTLE . Approval of the structural engineer ' 1 CONTINUOUS APPROVAL status is required prior to use on-the-job. ' granted for PSI at 28 days It remains the responsibility of the 1 i (Batch plant inspection not the contractor to affix a copy of this i required by DCLU) mix design to the back of the DCLU- • . approved plans on tha page that . Date: contains the structural general notes. Valid for 1 year from above date. ' . AGGREGATE SOURCE SP. GR. APPROVED subject to errors and BUILDING SAND VANCOUVER IS. 2.73 - BY: 3l4" x #4 GRAVEL DUPONT • • 2.68 ' +''; }„! ' � : k x r. 4,, el RECEIVED r17w `. t r i. FEB - 5 2004 I '; ° r • BUILDING ,. r DEPARTMENT :. • QWEST COMMUNICATIONS - BURIEN WICK CONSTRUCTION 3210 25 -Aug -03 ROSENAU 5.00 • 6.9 3360 4050 3900 3975 NORWAY HALL - BOREN AVE. ART CHURCH CONSTR. 3210 27 -Aug -03 A.A.R. 4.25 3600 4540 4450 4495 0 N Z ELLIOTT TIRE STORE - 4th AVE. REYNOLDS CONSTR. 3210 29- Aug-03 MAYES 6.00 6.2 2100 3220 3130 3175 -3 W N , ELLIOTT TIRE STORE - 4th AVE. REYNOLDS CONSTR. 3210 4- Sep-03 MAYES 6.00 6.2 2840 3640 3680 3660 = U - WEDGEWD. LIBRARY - SAND POINT GRAHAM CONTRACTING 3210 4- Sep-03 CASCADE 6.50 2590 3840 3890 3B65 p F QFC STORE #806 - BELLEVUE ART CHURCH CONSTR. 3210 5-Sep-03 ROSENAU 4.00 5.5 3210 4390 4220 4305 Z ' BLUE RIDGE CELL TOWER RTB CONTRACTING 3210 19- Sep-03 KRAZAN 4.00 3610 4590 4790 4690 NORWAY HALL - BOREN AVE. ART CHURCH CONSTR. 3210 23- Sep -03 A.A.R. 5.25 2630 3390 3540 3465 BELLEVUE COMM. COLLEGE CONCR. CONSTR. N.W. 3210 24-Sep-03 MAYES 4.00 4.0 3440 4600 4450 4525 NORWAY HALL - BOREN AVE. ART CHURCH CONSTR. 3210 24 -Sep -03 A.A.R. 4.25 2920 3840 3660 3750 NORWAY HALL - BOREN AVE. ART CHURCH CONSTR. 3210 26.Sep -03 A.A.R. 4.00 3110 4180 4260 4220 NORWAY HALL - BOREN AVE. ART CHURCH CONSTR. 3210 30- Sep -03 A.A.R. 5.00 5.3 2840 3810 3900 3855 x NORWAY HALL - BOREN AVE. ART CHURCH CONSTR. 32 i0 1-Oct-03 A.A.R. 4.25 3099 4070 4080 407$ z BELLEVUE COMM. COLLEGE CONCR. CONSTR. N.W. 3210 2- Oct -03 MAYES 4.00 4.7 2970 4010 3970 3990 HIGHLINE WATER DIST. - SEA TAC PROSPECT CONSTR. 3210 9-Oct-03 ROSENAU 4.75 6.0 4330 5190 5270 5230 °' HIGHLINE WATER DIST. - SEA TAC PROSPECT CONSTR. 3210 14 -Oct-03 ROSENAU 4.00 5.9 3910 5340 5210 5275 HIGHLINE WATER DiST. - SEA TAC PROSPECT CONSTR. 3210 16- Oct-03 ROSENAU 3.00 5.4 4150 5480 5520 5500 ° ' 0 BARRACKS - FORT LEWIS BAUGH CONSTRUCTION 3210 6- Nov -03 PSI 3.75 4.3 2180 3350 3600 3475 BARRACKS - FORT LEWIS BAUGH CONSTRUCTION 3210 7 -Nov -03 PSI 6.00 3.7 3290 4780 4590 4685 � BARRACKS - FORT LEWIS BAUGH CONSTRUCTION 3210 11- Nov -03 PS1 5.00 5.5 3290 4140 4470 4305 _ " BARRACKS - FORT LEWIS BAUGH CONSTRUCTION 3210 12- Nov-03 PSI 4.50 5.1 4330 4990 5160 5075 s' , 4 4 j,�:� C) -n r BARRACKS - FORT LEWIS BAUGH CONSTRUCTION 3210 13- Nov-03 PSI 4.75 5.6 3670 4900 4850 4875 rT 03 rn i vy SUNRISE ASSIST'D. LIVING - EDMDS. GONZALEZ CONTRACT'G. 3210 14- Nov-03 KRAZAN 4.50 4470 7480 7390 7435 r s , : � ' aC co ` ) SUNRISE ASSIST D. LIVING - EDMDS. GONZALEZ CONTRACT'G. 3210 19- Nov -03 KRAZAN 5.50 3180 6790 6920 6855 't . l.i��'. 73v CI wry BOEING BLDG. #3 -350 - TUKWILA CLEMENTS GENERAL 3210 25- Nov -03 MAYES 2410 4780 4980 4880 VI _ 2 � ) : -v { . 6 .6 ZG ° rn # OF TESTS » » »» 29 1 B 30 30 29 30 ° ; n , AVERAGES » » »» 4.53 5.2 3267 4493 4534 4502 ,r" STD. DEV. 920.3 f -' a: =' ,`- »> »» CO. VAR. > 18.31 20.44 CMit �,- ' e , xs. : • gt v4N tjr.7 : 1 .. w:. 4:.:n1.y.' .:'s'.'.N' '4iN:tiiJr. '.M`.t `. .M1... •�'••i{t W .'`lG T.! ._ _ ,.. .. .. , .. . .. • •.. .. ' « �L:i'... .. . W ' • 't • .,. ,, !M{SSta4sc•t•ACfi..• vx. t•t 1 • • y �11LA, , J r ! ; City of Tukwila Steven M. Mullet, Mayor Uri 1s . ( r ) 00/ z , Department of Public Works James F. Morrow, P.E., Director ..... , _ 1908 _ z October 31, 2003 z il Johnie Butler v p King County Metro N w 201 S. Jackson Street J z M/S KSC -TR -0432 to Seattle, WA 98104 -3856 w 0 Subject: Driver's Comfort Station at Tukwila Park and Ride — Permit D02 -222 a Dear Ms. Butler: • Per our October 20, 2003, phone conversation, King County shall obtain a Type C construction permit z O from Public Works for a new water service for the proposed driver's comfort station, including: a) LLI new 1" water tap of the existing 6" City of Tukwila water main; b) new 3/4" domestic water meter. f 0 1-- The minimum size of a domestic water meter for a commercial property is 1 ", however, due to the u1 driver's comfort station limited water consumption, Public Works will allow a 3/4" domestic water = v ' meter to be installed. L I i z Please submit 4 copies of the plan together with a construction cost estimate for the proposed water U co service work. Public Works Type C permit fee is progressive and based on the percentage of the �. construction cost. Fill out pages 1, 3, and 4 of the enclosed permit application. Upon submittal, a fee z in the amount of $250.00 plus 2.5% of the construction cost will be collected. Upon plan review and . approval, applicant shall pay a permit issuance /inspection fee in the amount equal to 2.5 % of the construction cost and $2,280 for the permanent water meter fee. • Recently Water District #125 installed a new water tap without benefit of permit and inspection. This . service will have to be abandoned at the main at the expense of Water District #125 due to service location within the City of Tukwila area and outside Water District #125 jurisdiction. Please call me at (206)431 -2440 if you have any questions. Sincerely, .100e- a Spencer ���; ;.0,,��4� ;.. 4 Development Engineer - .n d, . JS:lw �t • enclosures cc: Development File D02 -222 \ '!' Water District #125 1 1 "; s y`, (P:Laurie Admin/Joanna/LetterJohnie Butler 103103) A0 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433.0179 • Fax: 206.431 -3665 f . * ILA, Ojr City o Tukwila Steve -1: g VF-147:5 f n M. Mullet, Mayor ' '•. , ?b • :'' _ Department of Community Development Steve Lancaster, Director 1908 _ j July 22, 2003 � w 2 W U 00 Ms. Johnnie Butler g 201 S Jackson St, M/S KSC -TR -0431 Seattle, WA 98104 o w 0 RE: Request for Extension — Permit No. D02 -222 2 13451 Interurban Avenue South g Q . D. Dear Johnnie: w j Z H This letter is in response to your written request (received as a fax on July 22, 2003) for an extension to z O Permit No. D02 -222. The City of Tukwila Building Division will be extending your permit (from the w w date of your letter) to September 18, 2003. Please be advised that this will be the only extension 2 ranted or this project and no further notice will be given prior to the expiration date. A new permit , 0 u, g f P J f g P P P and associated fees will be required after the above -noted expiration date. o H tu w If you should have any questions, please contact our office at (206) 431 -3670. 0 Sincer H z er(fejoti Robert Benedicto Building Official . RB /sks File: Permit No. D02 -222 Eva 6 �" _ ut;xNaSfi 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 i , •.'; ::,.. `. '., '.' ..,. ,;. i'•:. ...::tl utu.,rL.tY..:}..� .. . ..m. ...' :.1.'k.:.o::i..t::ni- 4tau.i.Ai ' kincu**.w �........,...• — ... »n....... «.....•n„ u.,.,u......,.,, .,.. .-.. ......r. ...uw.....,.. x,..n. w. - .. <...+.:+.•.x.4i. rn.2..- .Y.A:,� , Jul -22 -03 02:54P _ P.01 4 King County Transit Division - Design & Construction Section Kcal Estate and F,nvironni ntal Planning 201 South Jackson Street • Mail Stop KSC -TR -0431 • Seattle, WA 98104 -3856 ' FACSIMILE TRANSMISSION COVER SHEET z U N p.. DATE SENT: July 22, 2003 W = t— U u, u j 0 TRANSM I'I'•1♦F.D TO: Stefania Spencer 2 TRANSMITTED FROM: JOHNNIE A. BUTLER = d, 201 South Jackson Street Mail Stop KCS -TR -0431 Z f- Seattle, WA 98104 -3856 I-- O Phone: (206)684 -1333 2 o '. Fax: (206)684 -1900 .0 U I O — ' Emai johnnie.butler@metrokc_gov • � LIO — z NO. OF PAGES TRANSMIT I'ED: (3) v = ` (including cover sheet) 01— z COMMENTS: Hello Stefania, l am faxing a copy of your letter and the one T sent �. . to Mr. Bob Benedicto, per your direction. Please let me know if I need to do anything additional. After talking to you earlier it is my understanding that you will remove the expired status of permit DO2 -222 and accept the faxed letter oCreyuest for extension. Call me if you need to. Thanks much for your help. P:fax2 EgAl,) MSS 1S17L:�J � a I � w�♦+ e ■ "' ' 7' R ^` w. wow. , w.. .,.,.e a aN .,nv.. w�Nn�vu .gym xiN4.0 x 'svgrfliRaCl�kCl l� ,TaIRO { l s i 4, • A . - —,. c -.., :` I Jul -22 -03 02:54P P.02 City o f Tukwila y �' t lr ` 2 ' .5(even M. Mullet Ma or Q` i,z, • r `� j ;�� ,:' ? . Department of Community Development Steve Lancaster Director 1908 ; . ,* ... ZZ ,. , FkEiiiiii. - ,n ;C4 W March 10 2003 'tAR 1 ?t ;�,3 QQ 5 . JU Johnnie Butler N O 201 S Jackson St, M/S KSC-TR -0431 0 tit 2 Seattle, WA 98104 1.- N LL RE: Permit Application No. D02 -222 W 0 13451 Interurban Avenue South J DC27 Pcrrn t Holder: tL Q I d In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila _ Building Division. Por the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the I— _ Building Official under the provisions of this code shall expire by limitation and become null and void if the Z !— building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if I— 0 the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. g j n t] Based on the abovo, you are hereby advised to: 0 cn 0 H • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final = i . inspection. 1 0 ' F— This inspection is intended to determine if substantial work has been accomplished since issuance of the permit u_ Z or last inspection; or if the project should be considered abandoned. W If such determination is made, the B uilding Code does allow the Building Official to approvo a one - t ime extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why Z circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and rocoivo an extension prior to April 29, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ly Stefanie Spencer Permit Technician ,.._...,;; -. Xc: Permit File No D02 -222 ,..4„,-,-,,,:,;, ' r Bob Benedicto, Building Official %�° i t F t t 1 , ` N d4 1 r i. :N t i 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431.3670 • Fax: 206 431 - 3665 - ,;�; ; 5 1 ; ,, A.: .. ; },::. ;'. . ; . ,,. ..: ;1 i:r:. +•,' .,, ..:., :+wv.::...t.r::!,t';ta:.ar.oen; .:sc:.....a&t ;,,.i; :'..a:t;.r isu:.. x'.. a;. Llaat� ::Li.."4N.Wkbuaa}n,e•nr+.4w.w owe.. , . +Kr,cw.w . {7 -' . 'k, t A,Y.'d`! - , 1 . + . I -- - - - - -- . - . F. L . i I r —22 -03 02:54P P.03 a • Is i 0 King County , Department of Transportation Metro Transit Division, Design & Construction Section c/'YRo r/ w a Environmental Planning and Rcal Estate J� � A Z King Stroet Center, MS KSC:1'1t -0431 2 2 Z H 201 South Jackson Street cv O `� ' Seattle, Washington 98104 -3856 A6-� a '~ W (206) 684 -1418 l Y R (206) 684 -19()6 }AX March 18, 2003 -i Nu- / WO Mr. Bob Benedicto, Building Official 2 City of Tukwila ' ' 6300 Southcenter Boulevard, Suite #100 u.¢ to < Tukwila, Washington 98188 Permit File No. D02 -222 -13451 Interurban Avenue South 1-0 111 ul Dear Mr. Benedicto: j Q U N By this letter, 1 request an extension of Permit No. D02 -222. Due to unforeseen w ~: • i circumstances the project has been delayed. It is my understanding that the one v. ■ i ti only extension is for 180 days. Having this additional time will allow us 1— adequate time to successfully complete this project. iu Z o Thank you for your cooperation in this matter. if you have questions I can he reached z • 1" at (206)684 -1333. Sincerely, _ . -.. C .... i vice • • o nnie A, : ut cr • Real Property Agent cc: Paul Eng, King County Colin Asquith Post -it* Fax Note 7671 n ; of I J , S .s , To From r Co./Depc. Co. A 'y. 0 •. r ;! . ri �t S Phone +t Phoned y i r a FaX # � ;s w dJz•.a MOBILITY FOR THE REGION i )' •: x . .... , . mot . f; . ` 9........4- :'A'�. .:..at.. a,...i:J :.... U.tn :1 '•d.H�Y+Cli..s e.LaLiZ:,. .'.t... .. ?w .u...^. uu.x.4+n4• <.1NN.cnx r..iw.tatx..»•v+ .... , .f .. ... .... .........w.... ,+....... -.,. .,. ....^..,on war ra.wv .n..e.,.. ....,. ..-.,. • NI ILA, ' _ -� . , 1 61 ‘,, : k _ ►� I % City o Tukwila Yof Steven M. Mullet, Mayor '•: I,�e' � : Department of Community Development Steve Lancaster, Director „ fir 1 /908 - extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why i- H { circumstances beyond the applicants control have prevented action from being taken. Z • In the event you do not call for the above inspection or request and receive an extension prior to April 29, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, _.....-Adt7Ve—al.,.e,, ..... kiae.„, e _ c _ e _ z_ Stefania Spencer Permit Technician Xc: Permit File No. D02 -222 t ) - ; � Bob Benedicto, Buildin Official s P ,.. — .., kit / a " t ,,,ffi , , ■ 11 i qtly { T -i 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax 206 - 431 -3665 ;9m- � h r t....i 47.i4 C.w::a .."' ' -Mf[.. , r.0 , r..rr+. t• .w.nr..a. 4V . uMbwtl•Vr.y..YRH.1Y. %' HYi>*. 9' dFh.! 4b.^.' Wi .......•x- nr'ri%.•...:r...w•.a.� .y rrt ^.tl•.0 nww 1`M'i'T.•'Ma;+YJfl + f *1-1 iM^MYLYfR"!N'W.#74� ; +V.Tn" l�?Y._4(S'lLt4dYn�Yli l {}t•" r - • ,.�. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -222 DATE: 9 -18 -02 PROJECT NAME: Metro Comfort Station • w SITE ADDRESS: 13451 Interurban Av S r ' ---. 7 •— _, — -- -.. -- - .- - „ - ..,. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 222 DATE: 07 - - PROJECT NAME: Metro Comfort Station a 1-W . 1 I --- .. - ' ■ , I \ . 1 • . PROJECT NAME: AA efvo -6 -9 infni s il•- PERMIT -- lop : . ()Da- ,aa.. Issue Date: _j_P_L_13/ 4_2_._ Site Address: / 3 4 s 1 /14.44.A urbahv PALS --- Original .. . .. •• REVISION LOG • .• • Revision I Date , Staff 1 Date 1 ••Staff • , No. I Received I Initials I Issued I Initials z I I /2-110-02_ i k4A- i /.2-.7-/-oz. 1 y pe s W CL 2 Summary of Revision: thl wj a . wat i ,i nt) o i jawm 414,tx., 6 = --1 0 Ad ■ P /.1 0 0 CO 0 . Received By: il INSIrt NM Jr - - • W (please print) -J // (.0 Li. uj 0 Revision Date I Staff Date I Staff 2 ?- g 5 No. Received I Initials Issued Initials I tO I 1 . • I ° 1- al x Summary of Revision: z I-0 z I- ILI uj • • Received By: - • • 2 D D • . (please print) ' 0 a 0 0 — . 0 1-- W u j F ... Revision Date Staff Date 1 Staff 2 I No. • Received Initials Issued Initials • , z I • LU W 0 - 1 I Summary of Revision: 0 1— z • • Received By: . (please print) . Revision Date Staff Date Staff No. Received Initials Issued Initials . _. • . Summary of Revision: Received By: (please print) 0÷4:A. 4Yl i - 1 !■' Revision Date Staff Date I Staff No Received Initials - Issued ; Initials '1 . ! • I Summary of Revision: •,,•.•;•A,,,-.-,•,,,, 0 , ,,•. , •:•Vt;x.•:',--. • 414 Received By: (please print) 'Mr:401.14, . - - t 11 z O wW Project Name:' 7 %A,1I7 $iJ U a r / co Project Address: _ -1 , ter. % 41' ,i p H Contact Person: /C " i , e - ' r�hone Number: f1 /.' = v . Summary of R -1,, .Gs�/ ag-it .- ori._� .y e-`?��6� /�� . p al U ~O H z PFCEvEl CITY OF TUKWILA DEC 1 6 2002 PERMIT C;FNTFP s I Sheet Number(s): " .,_ "Cloud" or highlight all areas of revision including elate of revision PIZ X: j .;° Received at the City of Tukwila Permit Center by: ICl/Y , .;;:.r' i 44g -1 [O Entered in Sierra on I a - l 00 -03 ' ,' " y ' 4 f !P Ciii,e NM 08/30/00 '' . � "' •. .. .•.. - .: •;i ..Yi r'r+ "V S i inF.. '.f r /:( F'tl.U,V. i '�1fJ its- tkti',?t te:♦JJiS4lJd34 AYl' �'� i v v.r. v, . ' ...nom..._, ♦ .+ .... « ., .. ., I e - -- -- - A ,.c/ r N. 1 = k. �. - �; q s City of Tukwila 0 I►! 2 •• Department of Community Development - Permit Center ~ ; ∎�y+_ o 6300 Southcenter Blvd, Suite 100 • N t il4 , - 2: Tukwila, WA 98188 • 11 . Ai • -..'' (206)431 -3670 1908 _- , z _ . : ,i—Z • i. •C!;,.,�tF.�.. _ -��,,. _a: •:: f> ='�4i . r � 5 �: _ [ _. .'::�..._ u ,, ..ii1 •. _ :Y�. - "�' C M S _ _ :d _ �. �v w r `.: s. :,:$ti�.Y• =�._'} fit. t =1t�.� - ©l i ^1 .: �;. ... .�' `�E G' ` j (�`.� �. .' +t "�'','s..`}�,rE .� a . - 4 i * 5, y t �i. s � . r, - • :' � , a. , Vi 4 ... � . 4,' L , F �� { Po 1 '' B �• E_ ? -,s Nr 9 -, u s �� ''�#' - v4 '+, e �� �i+ -44. l�� 1s.,T S.ri't� "k' s"{t�+�rFcs�•t.� 6if 'fY � z��e�. , =.,v3 •'.�.._:� �a� P_ R t•,• '� .... _ t � �e ' y n ' . '—. .. �,-3+�L ���G:L.7G�:' t4.� s3" 4� I ". =f '9r -;•n .g �S'�'f' h. �dt '�., -� t-E': � .�"L•t�;: `F �±`[— '� �t�. .•;jai. r �S ..r � i � V i UO o Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted . cn through the mail, fax, etc. J H ■ w � Date: September 18, 2002 Plan Check D 02 -222 2 /PermitNumber: Q 5 p Response to Incomplete Letter # RECEIVED s d CITY OF TUKWILA Z Z ® Response to Correction Letter # _ f z I- i ❑ Revision # after Permit is Issued W uj PERMIT CENTER U p o � Project Name: Metro Comfort Station w = w . o Project Address: 13451 Interurban Av S u~. o Z Contact Person: Johnnie A. But ler Phone Number: 684 -1333 U = Summary of Revision # 1 Certicate of Water Availability delivered to Water z 1 District No. 125. #2 Drawing C101 corrected to include 1" copper domestic waterline. (requested from Water District No- 125 #3 A separate water service has been ordered from Russ Austin at �. Water District No.25, the size of the existing landscaping irrigation system has been labeled as required Drawing C101. 4# Sidewalk • .- ._ . - -. . - -• •. 1'.. I 1 . '.. 1 .. been - i _ Plan B /C101 revised. ,;:•:. Y< . , : A ar, Sheet Number(s):;;; a asp "Cloud" or highlight all areas of revision including date of revision P',104 Received at the City of Tukwila Permit Center b ..I /C CO ` =f';' �� � ,,,� ,;v , rr 1 Kam- Entered in Sierra on / —(K -0 2 'A .'Pi I J � 08/15/02 t To� a 9 , Y h. �' , ..,., ., ,,.. ' e kJ.tr`.',:u>i rtid +Y,3:.t• .u.,u':fiae.:.d: „.x w.d rw, .YFw•i.:. .aw+.�,, ..• _ ... ,, _. ... .. ... _ _. .. .. .- . .., _. . ,.... ..... ., e..y.yg4.:k•LwrH11K%s ' . . I , - . - -' c r , 1 1 �J� l w � , CITY OF TUKWILA _.. 1 a ' y Permit Cer H .1 '" ? 6 300 Southi, %nter Boulevard, Suite 10 Tukwila,' �,,. 0, k ila, ' WA 98188 /908 Telephone: (206) 431 -3670 Certificate of Water Availability . PROJECT #: (Required only if outside City of Tukwila water utility district) • z PART A: (To be completed by applicant) _ Site Address (Attach map and Legal Description showin hydrant location and size of main): =; , z et 2 / /31-5/- ,����it) 4e/vag. , -?vgyi e - •j 6 D Owner Information: Agent/Contact At � / Person: 0 O co 0 Name: //S)% l� 1 a 7Mte,t ir3T7 r4 Name: ,�igM E u) w w= Addres : j —4 , , g$C - 74 4 / Address: / t J 1— Phon / � w 3856 Phone: p / — W O This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision u- cn Ad Commercial /Industrial Building Permit ❑ Rezone ❑ Other I W 1_ Estimated number of service connections and meter sizecs ) : p 6 M67 - j � ; Z Vehicular distance from nearest hydrant to the closest point of structure ft. w w Area is served by (Water utility district): v 0 w 0 • - • gen Signature: Date: o - Q F. PART B: (To be completed by water utility district) — z T proposed project is located within (City /County) v co The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive ~ O /- plan or to meet the minimum flow requirements of the project before connection: .:= iVi =: z ;2,17. rte, .jr. j JUL 2 9 2002 ' (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available'etth'e'site ith'a flow of • gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as,dopumented by the , attached calculations. ' CElif F 7 I hereby certify that the above information is true and correct. AUG 0 i r):. c Agency /Phone By .'r . OAa te, PART C: (To be completed by governing jurisdiction) .:•...,,,..a,r. Water Availability: ❑ Acceptable service can be provided to this project Will ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. : ❑ System isn't capable of providing service to this project. .j`• Minimum water system improvements: (At least equal to B2 above) 4, MI i - (Use separate sheet if more room is needed) ' `,... 1. Agency /Phone By Date ` ,��.� 1-arFY. k WTi�'Al!4 /L.000' 6,5,96 '� ° ' » "`'� J•¢ t „. e�e. , ..•?:t`:FA`1 }g) S :0, ,t{ ;, . f_ fl bna- . � .. .. ... 1 ___ _ ., 1 r - r• - -• .C - -,, . ' P k — 1 7 ■■ .� -- r • - ■ ,.. s. • U0 eie ell • leri i I UY.WILH LLU /F'W P.2/3 : ' ': . 44 % "�, i : '� CITY 01 UKWILA ai R , p Permit Center =4 ' 1 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 ' 2 -- Telephone: 206 Ilk ..,..L2-- p ( 1 431 -3670 . 180a . AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION • z STATE OF WASHINGTON ) x z ) ss. re w COUNTY OF KING ) 6 i ' _iO AwkI A - . l�.L . A states as follows: J will H N u_ 1. I ha - made applic- ion for a building permit from the City of Tukwila, Washington. w O 2. I understand that state law requires that all building construction contractors be registered with the q 9 9 u_ State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the n N a Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have ~ _ read or am familiar with RCW 18.27.090. z F- i F- O 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of D 0 Washington, or that one of the exemptions stated under RCW 18.27.090 applies. p 01- 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby = . attest that after reading the exemptions from the registration requirement of ROW 18.27.090, I 1=- L • consider the work authorized under this building permit to be exempt under No. I , and . z will therefore not be performed by a registered contractor. (1) • F. _ o'" I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to z engage an unregistered contractor to perform construction work. - . (:::; ip 4i,z /_ j , • , APPLICANT . Signed anOworn to before me this 4 ' / 1 day of . , 20 ��. JOHNNIE A. BUTLER NOTARY PUBLIC • STATE OF WASHINGTON 1 COMMISSION EXPIRES — i ��� if ',a JUNE 8, 2003 ' Y PUBLIC in and for the State of Washin {x - t '` s residin at A �e� - ' "I County. g � > ": �i yy,, Name as commissioned: �QI) Y)Yl I e.. )9 i - K)/") E-1( E-1( 1 ,;M v :446Q1.7.1 , .:�. W"` My commission expires' _ ♦I AFFCONT 1/13/00 5i ' ; '' ltiN ,a. J;4;r', rr ' IctO 3: . , $.L+.:t, ,. r: ..,. ik,.a:ir. :.:+:ae Lid .+...U_. {t r,..u�.istu. .Ytar' aswA+r ..n,.,. ,, ..,. ... .. _ ,,. .............., ,....,.,- ...,.5.. -..w., .. rw.r. n r ..,.,, ern •,i:,.t,>..,aYnwnY.t'witii,AWh ',5 . 1 , _ '_ --'-r- 10 4/.1.M"- ro roc r).•Icrl1 1`nw*Z iA. ' urw tO: r.o'o r .%- •.••va,v,.V. .'•••' V/IN W I IVa U I r IT An authorized representative of the United States of the ope. ,on is made into contracts of amounts Government, the State of Washington, or any less than $500 for the purpose of evasion of this incorporated city, town, county, township. irrigation chapter or otherwise. The exemption prescribed in district, reclamation district, or other municipal or . this subsection does not apply to a person who political corporation or subdivision of this state; advertises or puts out any sign or card or other device which might indicate to the public that he is a • 2. Officers of a court when they are acting within the contractor, or that he is qualified to engage in the scope of their office; business of contractor; 3. Public utilities operating under the regulations of the .10. Any construction or operation incidental to the Z utilities and transportation commission in construction and repair of irrigation and drainage i w • construction, maintenance, or development work ditches of regularly constituted irrigation districts or w tu . incidental to their own business; reclamation districts; or to farming, dairying, 6 o agriculture, viticulture, horticulture, or stock or poultry o o 4. Any construction, repair, or operation incidental to the raising; or to clearing or other work upon land in rural co 0 discovering or producing of petroleum or gas, or the districts for fire prevention purposes; except when ra drilling, testing, abandoning, or other operation of any any of the above work is performed by a registered U) w petroleum or gas well or any surface or underground contractor; w o mine or mineral deposit when performed by an owner g or lessee; 11. An owner who contracts for a project with a g 5 registered contractor; u- 5. The sale or installation of any finished products, N I a materials, or articles of merchandise which are not 12. Any person working on his own property, whether 1- _ actually fabricated into and do not become a occupied by him or not, and any person working on ? 1- permanent fixed part of a structure; his residence, whether owned by him or not but this i exemption shall not apply to any person otherwise w w I 6. Any construction, alteration, improvement, or repair covered by this chapter who constructs an o o of personal property, except this chapter shall apply improvement on his own property with the intention cn to all mobile /manufactured housing. A and for the purpose of selling the improved property; o i - ! mobile /manufactured home may be installed, set up, ..... = w . or repaired by the registered or legal owner, by a 13. Owners of commercial properties who use their own H contractor licensed under this chapter, or by a employees to do maintenance, repair, and alteration 4-- z mobile /manufactured home retail dealer or work in or upon their own properties; w manufacturer licensed under chapter 46.70 RCW; . o 14. A licensed architect or civil or professional engineer p f- 7. Any construction, alteration, improvement, or repair acting solely in his professional capacity, an Z ' carried on within the limits and boundaries of any site electrician licensed under the laws of the state of or reservation under the legal jurisdiction of the Washington, or a plumber licensed under the laws of federal government; the state of Washington while operating within the boundaries of such political subdivision. The . • 8. Any person who only furnished materials, supplies, or exemption provided in this subsection is applicable equipment without fabricating them into, or only when the licensee is operating within the scope consuming them in the performance of, the work of of his license; the contractor 15. Any person who engages in the activities herein 9_ Any work or operation on one undertaking or project • regulated as an employee of a registered contractor by one or more contracts, the aggregate contract with wages as his sole compensation; price of which for labor and materials and all other I items is less than $500, such wor or operations 16. Contractors on highway projects who have been 2 . being considered as of a casual, minor, or prequalified as required by chapter 13 of the Craws of A ',! inconsequential nature. The exemption prescribed in 1961, RCW 47.28.070 with the department of "'' ',Vfir i this subsection does not apply in any instance transportation to perform highway construction, ,� wherein the work or construction is only a part of a reconstruction, or maintenance work. ' 4 ur larger or major operation, whether undertaken by the sN same or a different contractor, or in which a division I n::. 1.'r! AFFCONT 1/13/00 f: CM S ,77tftLe,i'40:z "�� �zllr,,� a:.+ .... ,. ,u[r:.r,1h[�:'r..: , rotin::., ,sa::.ihaarlh .citiyiu `t �. we•�w++„xt+e. r.. .,;•:..., »... . ,i ., , M . �,..,.... .._ .... ... _... .. ..�....,. ...,�. ,..;•I7. t , — �■E�V_� ( ® E � \ A CTIVIT Y . R ESTRIPE PER ucE ' � �� / / "�� `�� , ��`� •. ,� - „ DRAWING C103. CONDUIT T 1 -. Atga ► ; ��'�/ ��`� � ��; ocres .^ ' 1 SCALE: 1 = 10 UGE NEW UNDERGROUND ELECTRICAL � ,�� A r At� � � 1 Race CONDUIT �G. P1„ \_/� `��• „S-1'I Track _mas VICINITY MAP LOCATION MAP PARK & RIDE PLAN SD EXISTING STORM DRAIN LINE NOT TO SCALE NOT TO SCALE SCALE: 1" = 100' ss EXISTING SANITARY SEWER LINE GENERAL NOTES ss NEW SANITARY SEWER LINE 1. COMFORT STATION STRUCTURE AND INTERIOR TO BE 9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY ABBREVIATIONS IRR EXISTING IRRIGATION LINE IN PVC FURNISHED AND INSTALLED BY KING COUNTY METRO. SEDIMENTATION FACILITIES TO INSURE THAT SEDIMENT -LADEN WATER ACI AMERICAN CONCRETE INSTITUTE PL PROPERTY LINE SLEEVE ARCHITECTURAL & ELECTRICAL DRAWINGS FOR THE DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. AS ACP ASPHALT CONCRETE PAVEMENT PRV PRESSURE RELIEF VALVE GAS GAS EXISTING GAS LINE COMFORT STATION BUILDING' ABOVE THE FOUNDATION CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS AFF ABOVE FINISH FLOOR PSF PER SQUARE FOOT LEVEL ARE PROVIDED FOR INFORMATION ONLY. DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO APPROX APPROXIMATELY PSI POUNDS PER SQUARE INCH DC EXISTING CATCH BASIN INSURE COMPLETE SILTATION CONTROL OF THE PROJECT. THEREFORE, CB CATCH BASIN PVC POLYVINYL CHLORIDE 2. CONTRACTOR SHALL PERFORM ALL SITE DEMOLITION, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION CFM CUBIC FEET PER MINUTE RGS RIGID GALVANIZED STEEL E HH EXISTING HANDHOLE CONSTRUCTION, AND UTILITY HOOK -UPS. AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW Cu COPPER SD STORM DRAIN CONDITIONS THAT MAY BE CREATED BY THE CONTRACTOR'S ACTIVITIES CW COLD WATER SMH SEWER MANHOLE 4)43 3. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1997 AND TO PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO DN DOWN SS SANITARY SEWER X UNIFORM BUILDING CODE. PROTECT ADJACENT PROPERTIES. FD FLOOR DRAIN SW SANITARY WASTE EXISTING TOPOGRAPHIC ELEVATION GFCI GROUND FAULT INTERCEPTOR T &P TEMPERATURE AND PRESSURE ASPHALT CONCRETE PAVEMENT 4. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN 10. FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. GRS GALVANIZED RIGID STEEL TP TRAP PRIMER A REMOVAL & REPLACEMENT AT TRENCH ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM HH HANDHOLE TYP TYPICAL AVAILABLE RECORDS, ARE APPROXIMATE ONLY AND NOT 11. ALL WATER SERVICE PIPING MUST BE INSPECTED PRIOR TO BACKFILLING HW HOT WATER UBC UNIFORM BUILDING CODE NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY TRENCH. IE INVERT ELEVATION UGE UNDERGROUND ELECTRIC ° 9 • CONCRETE REPLACEMENT PAVEMENT PAVAT SIDEWAMEND R & OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE KC KING COUNTY UP UTILITY POLE LK ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO 12. A COPY OF THE PLAN APPROVED BY THE CITY OF TUKWILA MUST BE KV KILOVOLT V VENT - I_ FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. LF LINEAR FEET W WATER LANDSCAPE RESTORATION SHOWN HEREON WHICH MAY BE AFFECTED BY THE MAX MAXIMUM WCO WATER CLEANOUT IMPLEMENTATION OF THIS PLAN. MH MANHOLE WC WATER CLOSET 0 5. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL PROJECT DESCRIPTION NO NUMBER W� WITH ECE1 E CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL ��- •��- °°��°�•�� �”" ' '��I~ I�1FNlf.R M CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE OWNER: KING C OUNTY OC ON CENTER k` 'W (1- 800 - 424 -5555) AT LEAST 48 HOURS PRIOR TO AGENT: JOHNNIE BUTLER _ . �._.�._. - � E -- "— �-� CO O E .� 201 S JACKSON ST • ; �� ±.. I }Hl at ;hn a MATTLE 98104 H "'� I�r" w �.T t J`y r, j; I ' -ry 6. THE CONTRACTOR SHALL COORDINATE WITH THE MS S KSC-TR-0434 � • Y APPROPRIATE POWER, WATER, SEWER AUTHORITIES AND KC TELEPHONE: (206)684 -1333 2 METRO PRIOR TO THE START OF WORK. - ' uK-w--- 1 o , A 7. ALL TRENCH PAVEMENT SHALL MEET THE ADJACENT BUILDING USE: DRIVER COMFORT STATION R --) _1 17, o SURFACE TEXTURE. ELEVATIONS, MATCHING SLOPE, PATTERN AND ZONING a pla CM� O C0�11��`fJffX �: Public P.L A_RK E Works D artment forma ceu� e i 8. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN OCCUPANCY n� with current i AT ALL TIMES BY SWEEPING. ALL DEMOLITION DEBRIS MUST GRuty standards. Acceptance is s16 to errors BE DISPOSED OF LEGALLY, OFF SITE. — — — which not authorial violation of - !! COMFORT STATION INSTALLATION iffopted standards or ordianiamibi responsibilitit • i RVEt educrl _"-r with C KING designer. Additions, moons _ swidous.to 0 U N TY t A as drawin:.4. after this date will d and will require a u r N for subsequent Itt' o f »v t S ' 9 _ �__ .� gi?„,„,„9 /2, 0 - ..i N 3" DESIGNED: PROJECT MANAGER: SCALE: DATE: � As NOTED METRO TRANSIT DIVISION C ASQUITH P ENG DEC 2002 • 2J} N A Final acceptance is subject to field i _ DRAWN: APP ROVED: O NE INCH AT SIZE • COMFORT STATION INSTALLATION TUKWILA PARK Sc RIDE A inspection �/ 411 FULL the Public Works utilities inspector . ` � B FARISS- GAT EMAN P ENG 1. A PLANS REVISED AFTER PERMIT ISSUED BFB PE 1 02 g � - ,� /�� , CHECKED: IBIS N0: f 1 DRAWING N0: 0 D ate: 432120 IF NOT ONE INCH, CHANGED &SHEET NUMBERING BFB CA 9 02 /2/20/0Z '' �' County GENERAL INFORMATION FO R MATT O N I P ENG wan REQUEST: MP 170 SCAL ACCORD Count G 01 Vi RECOMMENDED: CONTRACT N0: SITE LOCATION N0: Department of SHEET NO: OF a No. REVISION BY APP'D DATE 0 Y 1Ik 1 ( EXPIRES 8/12/ r D CRIPPEN Transportation 1 10 UPE SDrs /ofazZ - A' 4 �/' 1. I I, I I .. I , I- .i..I I:I I iiiiiliiiiai i ii� i i, . -,. i • 0 Inch 1/16 1 2 3 `I 4 5 6 ' ;;e J -� nr��n�TtrawT hhi 11h Ii i I I I IIiII1IIIIIII1IIIIiillilil. iihpiill► IIIIIIIIIIIII111111IIIIIIIIIiiidill► IIIIII111iiiiaiIIIILIIIIIIIIIIIIIIIIIIIII111I • [' REOVE K — — , — — EXTRUDED CURB. R VERIFY DIMENSIONS PRIOR TO DEMOLITION & RESTORE CURB RADII TO EXISTING CONFIGURATION _ _ _ _ -_ __ -- _ -- - - -. - A,,/ REPLAC LANDSCAPING &� - - - - - - - ASPHALT CONCRETE 10.0 IRRIGATION SYSTEM _J�� CO ) PAVEMENT DISTURBED BY n r,.1 `` EXISTING GRADE 6.9' CONSTRUCTION cv � � _ SLO�FE % 1 7 V • w — w w _ q- A w w w w w w w \ �� �,` ,. \ \\`\ INTERURBAN AVE N \ �. � � I � � ���`�� CO N mars^ �� ` AS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G S GAS I COMFORT . � STALL SLOPE = 1 • 3 ' 4 1 $ FOUNDATION — — ` \ ELECTRICAL A101 LINE C I ` ■ MAINTAIN 6" MINIMUM ] SD SD SD • .D CLEARANCE BELOW EXISTING - - - NEW %" GRS ��,� \ `\ � � UGE LINE ii L- - II � �`' � �� — � o 3 ELECTRICAL CONDUIT �_� ```��``, ' � ®� CB ■ ti — ti' ■ FROM HANDHOLE TO Ins. D � _ . —` ,�� Nk. COMFORT STATION. 1 - �� �i ■ - - � ' ' iii — — iii ■ ' SEE E101 �� GRO�ND EXISTING HO HT — fie' ■ — �.P LANDSCAPED D LE S EE ) E101 w AREA FROM DAMAGE DURING -- - � � •--- _ M 111 c� (...1 CONSTRUCTION • r== L..._.71 r r=, 1 1 INSTALL ' - I 2 III III 1 T �I r , W CONNECT TO 8X8 ASPHALT CONCRETE " - 3 cn EXISTING ASPHALT TIMBER PAVEMENT I I -s - - -- I- = _, _ BOLLARD \ WAT ER MAIN CONCRETE `, - - - - - PER TUKWILA EXISTING PAVEMENT PER ` -- � � - STANDARDS PARKING EXISTING GRADE TUKWILA 0 ( EXISTING 12" STORM _ . J DRAIN LINE. IE AT 46.5' ,`" A ` - - 0 I z STRIPE DETAIL • CROSSING = 15.7± )17--'-----11 I LINE RS -4 4 NM \ ....— .... ,..— .... ..... ce /1 \� ., .. \ ` \ \\\\ \ \ \ \ \ \ \ \ \ \�, � \ \ \ \ \ \ \ \ \ \ \ \ \ \ In \ \ M EL 19.42 0. \� \ \ \ \ \ i r ' • jj 1J INSTALL NEW 1 " COPPER WATER LINE, APPROXIMATE a LENGTH = 78'. INSTALL METER IN NEW VALVE BOX PER ATIL PLAN SAWCUT, REMOVE & ci CE LP o REPLACE EXISTING t I EXISTING 2" IRRIGATION LINE & METER N - CONCRETE SIDEWALK & ` L ....................... ' \\ \ \ \��� \\\��� \ \� ' co CURBING `�� REPLACE LANDSCAPING & AS REQUIRED FOR ...... 1�� �I \ � � \ \ \ \ \ \ \ \ INSTALL NEW SCHEDULE 35 CN \�� PVC CLEANOUT. SEE DETAIL IRRIGATION SYSTEM DISTURBED BY N CONSTRUCTION t \ ` ��' ' SAWCUT, CONSTRUCTION. REPLACE � O �; \ \ \ REMOVE & � APPROXIMATELY 9.5 LF OF CURBING ' 3 1I ® \ REPLACE DISTURBED BY CONSTRUCTION �� \� \ \Q; ,,, ' EXISTING - - - - - -- -- i��fr itl�� �.� _ i � ��s. o- ' I 0 23 - - ASPHALT �y C)� �Ll[� lU ?�.:�t ��.� r ,- IR � / I � 1 ;�' � CONCRETE Up ••- E, y � � �ylr(, \ � � .I 1 \ PA VEMENT CONNECT COMFORT �� � o - i•• ?' lice I I i � , i STATFM G l JGE_ - j'- LLGF. PER SECTIO EXISTING ELECTICA O �� � I RICE o • C` Wil i EL X 010$ : C10 p j ! � 3 EXISTING SEV HANDHO LE ' °7do� 7 Cc 1 1 IE 14.91 (12 NE) 'a �/ LL NEW 6 I I I I ` -. THROUGH EXISTING 1" M CO N NECT TO EXISTIN INSTALL 0 SEW R: SDR 35 PVC ' RING TITE JOINT . .. -•- ' SPARE CONDUIT. SEE • IE 14.91 (12" 5) .. IE 6 0 DI DROP T 16.0 LENGTH: 161' ® 2% SLOPE + 10' DROP 1 \l � DRAWING E101 ix IE 14.41 (18" NW) ^ I ' \ _- APPROXIMATE LENGTH 16 � SD • I 6 0 DI DROP BOTTOM 6.2 /2\ 1 '° a. • XISTING RIM EL 20.8± SA T, 'EWE & REP •CE XISTING J. o _ EXISTING IE OUT 6.1± % ASPHALT CONCRETE PAVEMENT PER SECTION Br' \ \ NOTES: , I I i . i I s 1 1. EXISTING CONTOURS AND SPOT 00 I f ? � ' ,� � i 1 i / I I .� % - ! GRADE ELEVATIONS ARE BASED i j_ ss I ' N ON EXISTING RECORDS. _ I I 1n 1 1 __....__.............•. • • _ i. I � SO I 2. THE FINISH SLAB ELEVATION IN o / I Ti ��c �,y' '9 A /C101 IS SHOWN FOR E I / i 1 ! SCHEMATIC PURPOSES ONLY. I I f I I I �'� •�- X � c. i THE NEW SLAB GRADE ELEVATION / • -- - - \ AT THE DOORWAY SHALL BE SET J O E WITHIN THE RANGE OF EQUAL TO o A / / licks \ OR A MAXIMUM OF 1" ABOVE a THE EXISTING ADJACENT SURFACE # SITE PLAN GRADE. PROVIDE A SMOOTH P. SCALE: 1" = 20' TO A ASPHALT NTERFACE 12 °. D DESIGNED: PROJECT MANAGER: SCALE: METRO TRANSIT DIVISION A : F EC 2002 i C ASOUITH /Bf8 P ENG - / • L AS NOTED • 1,,,, DRAWN: APPROVED: ONE INCH AT TUKWILA PARK & RIDE ._A FULL SIZE COMFORT STATION INSTALLATION B FAR ISS- BATEMAN P ENG C /L' REMOVED PARTIAL PLAN B, REVISED SEWER DEPTH BFB PE 11/02 A CHECKED: IBIS NO: I 1• - I DRAWING NO: A 432120 IF NOT ONE INCH, SEWER CONNECTION, WATER METER REVISIONS BFB CA 9/02 P ENG _ WORK REQUEST: MP 170 SCALE ACCORDINGLY C 1 O 1 ii jtjng County SITE PLAN w REVI SION BY APP'D DATE RECOMM CONTRACT NO : SITE LOCATION NO: No. Department of SHEET NO: OF — -- a O L ) 1 1 IEXPIRES 8/12/ 0lf I D CRIPPEN Transportation - 2 10 i ii i 1.11∎1'11 11' 1 , I 1 1 I i I,` I' I• I• I I' I I I I 1 ■ 1 + I I I ■ I ! 1 I l •1 i • ' 0 Inch 1/16 1 2 3 4 5 6 • I - .. , - - __ - . - - - -L _c _.- __ .. _ __ _. E - -" - L l _ .._. 0 I hIHI II IIII I IIIIIII IIIIIIIIIIIIIIIIIII�IIiI !ililiiiiilllil IIIII II1I1IIIIIIIII1lllllllli1llllll111111li1111111111111111ilillllilllllllmilmIlluil ,...-_________ , • 5' -4" MIN 3' -6" TRENCH WIDTH (W) I W/2 + H/3 / I \ MIN 2' -8" (TYP) PLACE MIN 4.5" COMPACTED DEPTH CLASS A 7' -4" MINIMUM ACP. COMPACT AS REQUIRED TO OBTAIN 3% 3' -4" 1 1 " . 1 1' -O' I 2' - 6" TO 7% IN -PLACE AIR VOIDS. SEE NOTE 2 MIN PLACE MIN 4" COMPACTED DEPTH CRUSHED ROCK TRENCH WIDTH (W) (TYP) BASE. SEE NOTE 2 EXISTING ACP W/2 + H/3 MIN 3 -8" (TYP) INITIAL SEE NOTE 3 I INITIAL PAVEMENT CUT PAV EXISTING BASE H/3 CUTEMENT (TYP - AT ALL SIDES) I I SEE NOTE 3 2' -O" MIN (TYP) (TYP - AT SIDES) I .-ri /� � �•'. : /� '� � t � � � / �/• •ii •• ♦ /.t. {'/•= �•trAiii t !tfigr f i•i:.` :tr��!_ i . _li: 24. ti:t:•• ;.�f�•O :•.. ,, �,. - ••�y,•.v ,' - �v �' ������ :: ' '•mac •. `.. / / ' PLACE 4.5" COMP ACTED , ,, • . � . jam/ • A p ' \ 1 liti \� \ \ / \ \ - .: •G• ►'T �:A`P ��/.� �:. 4ce- . \ \ \ / \� \ % /\; DEPTH CLASS A ACP. \ ��i ��/J ►.5:���'r:/ � � 444 / \ � / \ /ji \ y \ \ \ / � •\ //, / \ � j� 7 COMPACT AS REQUIRED TO z IN -PLACE \ \/ I =KV Mk r \ \" Z • - -\ \ \ . \� \ /\ � 1: : — \\ 4\\ Pf� L \ \ �%�OMPACTED AIR VOIDS. SEE NOTE \ \/� I = ; \ \, _ \ \/ \/ NOTE 2 0 / " ....., / N / \\ .� : \ DEPTH CRUSHED I \ \v t' SCARIFY THE / \\ ROCK BASE. SEE NOTE 2 iv / \ *•::::;::::'::::.•::...::::.:::':.:::::::. . / \ EXISTING SUBBASE. \ j ELECTRICAL DETECTABLE / RECOMPACT TO 95 / ELECTRICAL CIRCUIT \ \ \\\ j / ∎ \\ MAXIMUM / SCARIFY THE EXISTING WARNING TAPE 6" BELOW // \ DENSITY L /\ // SUBBASE. RECOMPACT TO 95% FINISH SURFACE GRADE . ' \% M \\ \ \% OF MAXIMUM DENSITY. INSTALL 1Y2" RIGID ' / �\y \ / \ BACKFILL AFTER TRENCH FILL COMPACTION m / \ \\ \/� GALVANIZED STEEL CONDUIT /\ \ /� \ \ \� \�� \i !� \i\ IS APPROVED / \/� BACKFILL AFTER TRENCH FILL COMP "A" PLACE TYPE "B" BACKFILL. PLACE IN HORIZONTAL LAYERS NO X \ \/ j \ � IS APPROVED PLACE TYPE A' BACKFILL A MINIMUM / / MORE THAN 6" THICK. COMPACT EACH LIFT TO 95% OF m \ \ j\ j \ COMPACT OTO M ALL 95% S OF MAXIMUMNDENSITY MAXIMUM DENSITY o �j / \ \\ - UNDISTURBED SOIL NEW 1" Cu WATER w � \ \ WATER & ELECTRICAL LINES a Q \\ ,v...„..-5.-, SHARED TRENCH NOTE: USE SIMILAR TRENCH AT WATER MAIN C IN o > / P ______ PLACE TYPE "B BACKFILL. PLACE IN RIGHT -OF -WAY. COMPLY AT A MINIMUM WITH THE A: \ \ /\ \ \/ HORIZONTAL LAYERS NO MORE THAN 6" SECTION REQUIREMENTS OF TUKWILA STANDARD DETAIL RS -3. \/ j THICK. COMPACT EACH LIFT TO 95% OF SCALE: 1 =1' -0" C101 o j \\ \ \ j� MAXIMUM DENSITY N : \ \\ \ j N \ \/ / \ \ / 1" CHAMFER @ 45' CITY OF TUKWILA 002 \ �\\ \ \�\ + / (TYP - 4 SIDES) r o % \ \\ :•' ::'' :;;';'•, r;::::: ::::•>::• ::•:: ;.:•.,,;::•: '.;:..;':•.:, \/\ .. REFLECTORS OR REFLECT TAPE U �— 1 :: : :;:•.. .;: :•:•::: .:: •. : in 1" GALVANIZED EYEBOLT W/ ° \\ \ PLACE PIPE BEDDING A MINIMUM OF 2" SHOULDER. DRILL 7L " HOLE NOTES: I N % \ \ \� \ % % \ \ % \ \ \ / \ \ \ \ ' „0 95 % MAXIMUM O DENSITY COMPACT TO FOR PADLOCK 1 • O HE N REQUIREMENTS O CHAPTER 296-155 M WAC, N 8x8 TIMBER (USE PART N, EXCAVATION. TRENCHING. AND SHORING. M NEW 6" PVC SEWER TIMBER -FORM MODEL 2561 OR 2. MATCH EXISTING PA EMENT AND BASE MATERIALS. APPROVED EQUAL) DEPTH SHALL BE 1.5 TIME EXISTING PAVEMENT DEPTH, BUT NOT LESS THAN MINIMUM 4. 4 " Af� "' ..; • •. THICKNESS SPECIFIED. i a. Y SEWER TRENCH ""� `��� •• �\�1 3. SAWCUT EXISTING ASPHALT PAVEMENT TO / \% i \ STRAIGHT LINES, AFTER PLACING NEW PAVEMENT, y SECTIO 1 _ - \� \ • • \ COMPACTED BACKFILL OR CREATE A Y" THICK JOINT AND SEAL IT W/ o SCALE: 1 " =1' -0" C101 \ \ � � :. ' • i' \' RECOMPACTED SUBGRADE RUBBERIZED ASPHALT MEETING ASTM D -3405. N � i z . - - \\\ � PER SECTION 1 / C102 F OLLOW MANUFATURER'S DIRECTIONS FOR o �s! \ / \ CONCRETE FOOTING INSTALLATION. \ \ v / � \ %� \�/ / \ E E 1 -6 WASHED ROCK 0. PERMANENT BOLLARD REFERENCE: CITY OF TUKWILA it I DETAIL A STANDARD DETAIL RS -4 SCALE: 1 " =1' -0" C101 /I\ DESIGNED: PROJECT MANAGER: SCALE: METRO TRANSIT DIVISION ° ' I � �� B FARISS— GATEMAN P ENG AS NOTED DEC 2002 TUKWILA PARK & RIDE A � 1 \ DRAWN: APPROVED: ONE INCH AT COMFORT STATION INSTALLATION / \ » C BFB P ENG FULL SIZE A V CHECKED: IBIS N0: F I. I C) DRAWING NO: 432120 IF NOT ONE INCH, REV ISED DEPTH OF PAVEMENT PATCHING BFB CA 9/02 __..- P ENG WORK rtEQvCsr: MP 170 SCALE ACCORDINGLY King County TRENCH DETAILS C102 V O RECOMMENDED: CONTRACT NO: SITE LOCATION NO: a No. REVISION BY APP'D DATE Department of SHEET NO: OF ( 4 1 (EXP 8/12/ c3 J D CRIPPEN Transportation 3 10 I'I I : •I.I'1 !'�il iiiiili ;• • I I I, I 1 I i t I t I 1: 1 � I i . 0 Inch 1/16 2 3 4 5 6 1 1 3-to -. - ; = r Sl Val �� L ` ` � I _ ,_ __ _.__� - - L L l 0 1 (III III I IIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.IIIIIIIIII1IIII1IIIIIIIiI • N./ \/ V V V V V V T -- — -11111r .V‘ — . REPLACE EXISTING — REPLACE CEMENT INSTALL CLEANOUT TO EXISTING CONCRETE CONCRETE CONCRETE CURB MATCH FINISH GRADE. SEE SIDEWALK 7 SIDEWALK NOTE 2 EL 20.6 / - -- I I FINISH GRADE 2 CLASS C CEMENT CONCRETE. LL SURFACE \ ' FINISH GRADE COMFORT STATION — _ _ EL 20.3 CONCRETE FLOOR CLE NOUT TO MATCH I �II , . , ° FINI H GRADE. SEE NOT INST 2 MORTAR DAM OR PLUG ,; ...... .. fv ° -.1. ,, • Y„ CONNECTION °a . ° s ° \ \ 3 MIN COVER a ' . I o ° ° � �\ v v ( I SEE NOTE 3 FLEXIBLE JOINT: ROMAC 1' CONNECTION 3" MIN COVER , STYLE 501 COUPLING a , OR ROMAC DUCTILE SAND IRON BELL /PVC GASKET — — • II, NEW 6" PVC SEWER i _ c IE EL 19.5 • EL 16.0 12 "0 STORM NEW 6" PVC SEWER ti DRAIN ° CLASS C CEMENT d > CONCRETE 1 • • ftl• ' MIN COVER o ° ! EL 15.0 ./ e / \ \ % \ //% Z .. / /\ / /CL A S C CEMENT CONCRETE to f- -1 G ° / \ \/\ $ \/\ // \ } I 4 .. a, a • • ' \ \ C LEANOUT � C LEAN O UT \/\ \ \ /\ V \ ; BACKFILL & RECOMPACT TO DETAIL B T I I e .. a s / \ / \ / 95 % � / \ 1' OF MAXIMUM DENSITY. DETAIL C SCALE: 1" = -0" C101 SCALE: 1" = 1' -0" C101 • / \ / / \ / / \ / / \ // . ° n %� \ / / \ \ / / \��� �;9'i"Y t1= TUKWILA M A A : \ / \ / \ / \ /\ DEC .1 6 2002 o $' \ / \ / \ / \ /< ro y Ni / / / / / / / \ O PERMIT t.rGH~J� E t up d ° a ° \ I\ o • N \ / \ / \/\ ^ g Z O / / / / I I I i+ ' \ \ \ \ 0 N N0 • 3 . ° \ / \ / \ / \ \ / INSTALL SEWER PIPE WITH o o ' \ / / \ / / \ / / \ // NEAREST JOINT NO LESS � e THAN o ° • ° / \ \ / / \ \ / / \ \ / / \ \ //< E THER DIRECOT ON CROSSING IN 22.04 .;: No o e • ° �j\ \ % \ \j \ \j\ co - �'u�tarn • N DEMOLISH, REMOVE & ' ' • / \ N RECONSTRUCT CHANNEL & a9 % / / \ / / \ / / \ / 'i' x SHELF AS REQUIRED BY a \ \ \ \/ - I ��� a 19• CONSTRUCTION PER TUKWILA �� /� \� /� \� / \� / ---1 Dm. 0. EL 6.1 ,. ° O ti e . as j /// /< _ 10,-0" 10,-0" \ j� \ j \ \ j j _" NOTES: 1. 6" MIN COVER INSTALL EXTERIOR DROP CONNECTION PER v I TUKWILA STANDARD DETAIL SS -10. 0. DROP SEWER CONNECTION STORM DRAIN CROSSING 20 INSTALL CLEANOUTS PER TUKWILA STANDARD P t DETAIL SS -2. D ETAIL A SCALE: 1" = V -0" C101 DETAIL D o SCALE: 1" = 1' -0' C101 SEE DRAWING M101 FOR SIDE SEWER " ` COMFORT WORK, STATIC OT R _ A � I PROJECT MANAGER: sCALE: METRO TRANSIT DIVISION DATE: i _ A <41,1"'r' , B FARISS- BA TSMAN P ENG AS NOTED TUKWILA PARK & RIDE DEC 2002 DRAWN: APPRO ONE INCH AT COMFORT STATION INSTALLATION If , BFB P ENG FULL SIZE 0 A RAISED SEWER LINE, ADDED CROSSING DETAIL BFB PE 11 02 -t r� 4 - CHECKED: IBIS N0: F 1 DRAWING N0: 432120 IF NOT ONE INCH, NEW DRAWING: SEWER LINE DETAILS BFB CA 9 02 L P ENG want REQUEST: MP 170 SCALE ACCORDINGLY Ong County S EWER LINE DETAILS C103 u RECOMMENDED: CONTRACT NO: SITE LOCATION NO: o No. REVISION BY APP'D DATE `j 161°11 Department of SHEET NO: OF a I o cPIRES 812 '" D C RIPPEN Transportation 4 10 • • (' , 1 i' 1 ,, 1 I I 1 I I I i ;' 1 1 1 i 1 i 1 I i i j ;' � i I i I i ! I ' .• . I I I ' i i I ( I I I I I I I l 0 Inch 1/16 1 2 3 'd 5 6 I r u q � 7E•(., t1r��ll�rnr�� , I "' l 0 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111 111IIIII111111IIIIIIII1 IIIIIIIIIII 1i IIIIII 1I IIIIIIIIIIIIIIIIIIIIIII III II III IIII II II IIIII II I _ . • \ TYPICAL OPPOSITE 6 "� TIMBER BOLLARD (TYP). PROVIDE (2) 1Y2 "0 SEWER SEE A/C101 & A/C102 VENT HOLES PER WASHINGTON ENERGY CODE INFORMATION )5( ` LINE RAFTER AS SHOWN FLOOR: 1Y2" POLYISOCYANURATE INSULATION - R11.5 (1/A104) 2 ._ UNLESS NOTED 1' -2 OTHERWISE 11 11 „ WALLS: 2Y2" POLYISOCYANURATE INSULATION - R19.0 (6/A104) ® - 3/A102 ® ROOF: 5" POLYISOCYANURATE INSULATION - R38.0 (6/A104) D SEE 4" CONCRETE SLAB ON GRADE i /NOTE3 Z" 1" 1" o W/ SMOOTH TROWEL FINISH W/ �_ 1 j� CONTRACTOR'S SCOPE OF 'WORK NOTES: SEE SEE NOTE 3 2" - � _ } — E10 � MIL V SQ EEN VAPOR BARRIER 6 1 . CONCRETE (ACI 318 -99): f'c = 3000 PSI, 7 DAY, 6 SACK, 3" SLUMP, 0 0 --I 8" OVER 4" GRAVEL. SLOPE SLAB - __I I 5% AIR ENTRAINMENT iHt Y ` is N I � 1/8":1 FT TOWARD DRAIN N o 3 (TYPICAL AS SHOWN) © a REBAR fy = 60,000 PSI ' '- I A104 1� SEISMIC ZONE = 3 cv Q 1 SLOPE SLOPE +� _ %I 1� 4 cv = 25 PSF WIN SPEED = o a ilirril ° N , - CURBING ` 2 � iI j 3. CONTRACTOR TO STUB OUT FOR METRO TRANSIT INSTALL JOINT MATERIAL COMFORT STATION CONNECTIONS. 1/A102 AT CURB /FOU NDATION SEE DRAWING M101• • LANDSCAPED 0 8' -4" INTERSECTION O (cl/ 1 AREA UNDERGROUND 9,-0" KING COUNTY'S SCOPE OF WORK NOTES: ELECTRICAL LINE A. PROVIDE BLOCKING AS REQUIRED FOR ALL INSTALL JOINT /121 r RESTROOM FIXTURES MATERIAL AT FOUNDATION PLAN 1 0 CURB /FOUNDATION SCALE: 1/2" = 1' -O" WATER ROOF FRAMING PLAN B. CLEAR FLOOR SPACE AT LAVATORY SHALL BE INTERSECTION LINE SCALE: 1/2" 1 0 2' -6" X 4' -0 ". CLEAR FLOOR SPACE AT WATER CLOSET SHALL BE 4' -3" X 5' -0" C. ALL TIMBER SHALL BE DOUGLAS FIR /LARCH NUMBER 2 OR BETTER GRADE. PLYWOOD SHALL BE C -D, EXTERIOR GLUE, STRUCTURAL I OR C/A102 STRUCTURAL U. D. SEE DRAWING M101 FOR PLUMBING RISER ' SEE DRAWING E101 Q DIAGRAM. SEMI - RECESSED PAPER TOWEL DISPENSER AND TRASH A104 WALL MOUNT WATER 2' -3" RECEPTACLE. REFER TO INTERIOR ELEVATIONS FOR 12 HEATER. REFER TO MOUNTING HEIGHT. PROVIDE BLOCKING AS REQUIRED INTERIOR ELEVATIONS 6 ( i © 61 (TYP) C1 C 0416i Tti'1V ALA o FOR MOUNTING HEIGH;__N 10° IN WALL PLUMBING VALVE BOX. SEE DRAWING A103 ,- A104 & _ A 104 / q np I 1 r - I ' 7 `i . , _ ,� `J' —�� • • r' J 3'_0" X 6' -8" METAL DOOR AND r (�(� FRAME. SET WEATHERTIGHT ' %�'� �•'� N 0 I I t A6. I _ INSTRUCTIONS \ THRESHOLD PER MANUFACTURER'S TOP OF PLATE /y;;:: ' =•- ° ;;� ; . .;�;:: - �- ! =_ PERMIT C, 5, N 'Ef P. N � N 1 C/A103 � r / 4, .._ n f i. p M Q , 0 � I Q 1. �. r• / i � , . N v Q .. / I ' i �' � � N� 0 m — 0 / _ m . r'� J.!. �� AM. Q:d © / , O e-... 01 ' 4 , I � 41,13. A101 . � � A/ A 103 �i o f ,1 , � � A F� , il • � — — !• SEE DRAWING E101 t 1 '' ;, ` or SEE Q ., 0 mW 0 o NOTE 3 D IN -WALL ELECTRIC FORCE AIR HEATER W/ A104 A ter ' TIMER. SEE DRAWINGS A103 & E101 1. � _ A104 o 0. W A/A102 ,� � ' - _ . . rX 1Y2 0 GRAB BARS. REFER TO INTERIOR 1 � _._�� ' ELEVATIONS FOR EXACT HEIGHT ABOVE > + • .. • FINISH FLOOR. PROVIDE ADEQUATE 1 • ' a BLOCKING AS REQUIRED .y J U d BUILDING BUILDIiG FLOOR PLAN SECTION t 2 SCALE: 1/2" = 1' -0" SCALE: 1/2 = 1 -0" A101 SCALE: 1/2" = 1' -0" A101 2 N DESIGNED: PROJECT MANAGER: SCALE: DATE g __Z_ L .. METRO TRANSIT DIVISION '� B FARISS—BATEMAN P ENG AS NOTED DEC 2002 N A 1'' y � ��`. DRAWN: APPROVED: ONE INCH AT TUKWILA PARK & RIDE __L L i /6 `� 1 ` ! :D: P EG FULLSE COMFORT STATION INSTALLATION IC) • PENETRATN FOR CLEANOUT BB 2 I I � IBIS O: DRAWIN CHANGED DATE & BB CA 9/02 i 432120 IF NOT ONE INCH, A101 ° no( Mum: MP 170 SCALE ACCORDINGLY King County PLANS 8c SECTIONS 0 N S o REVISION BY APP 'D DATE y • RECOMMENDED: CONTRACT NO: SITE LOCATION NO: Department of SHEET NO: OF No. k ^^•1�� 1 a ( EXPIRES 8/12/ Ott I D CRIPPEN Transportation 5 10 . ' I I i i iii iiij'iiiii , 11 I I I I i I I I 1 . I I ( I I I' I' I. .' I I I I , 3 0 Inch 1/16 1 2 d 5 6 IIllikllll IIII1IIIIIIIII1IIIIIIIIIIILIIIIIII�IIIIIIIIIII ' - • CONTIN (TY 12 6 (�,P) T:EL!EP) AM METAL ROOFING 12 ! ! 6 I (TYP) �, \,\ u J j LIGHT FIXTURE SEE /— HORIZONTAL BEVEL VINYL _ NOTE D/E101 f SIDING W/ MATCHING VINYL / METAL DOOR AND FRAME - CORNER TRIM (TYP) TOP OF — PAINT TO MATCH EXISTING CURB AT / PARK & RIDE COLOR "cn TOP OF CURB AT AREA LANDSCAPED - — SCHEME, AS APPROVED BY AREA / — PROJECT ENGINEER f ) f-1 0o BOTTOM — `O OF SIDING \ `= () n 3" TRIM — (TYP) T \ — f SOUTHEAST NORTHEAST ELEVATION 1 ELEVATION 2 SCALE: 1/2" = 1' -0" A101 SCALE: 1/2" = 1' -0" A101 WALL MOUNT I EXHAUST FAN HOOD ` -_ i . :r EIV ' OF TUKWILA DEC 1 6 200Z L. a PERMIT ' CEN TER 10 „ n l I I I I l NORTHWEST SOUTHWEST ELEVATION 3 ELEVATION 4 SCALE: 1/2" = 1' -0" A101 SCALE: 1/2" = 1' -0" A101 I\ A DESIGNED: PROJECT MANAGER: SCALE: METRO TRANSIT DIVISION DATE. DEC 2002 /� B FARISS - BATEMAN P ENG AS NOTED TUKWILA PARK & RIDE / \ DRAWN: APPROVED: ONE INCH AT FULL SIZE COMFORT STATION INSTALLATION _AA /� BFB P ENG F 1• / \ CHECKED: IBIS N0: 1 DRAWING NO: 432120 IF NOT ONE INCH, 1 CHANGED DATE & SHEET NUMBERING BFB CA 9/02 P ENG wow REQUEST: MP 170 SCALE ACCORDINGLY King County EXTERIOR ELEVATIONS A102 v RECOMMENDED: CONTRACT NO: SITE LOCATION NO: Department of SHEET N0: OF _o No. REVISION BY APP'D DATE Transportation 6 10 a D CRIPPEN I I I , I I1: 1 "I'1' I 1 ;' � i i i i i i i i ij i l i ill � ..l. i I' . 1 I i ` • i I i, I ! 1 I I I 0 Inch 1/16 1 2 3 A 5 6 I - .- • S l "ii-"-Ti-----;"2,1 L -__ I___....�_ 0 1 IIIIiIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIIIIIIIiIIIIIIIIiIIIIIIIWIIIIIIIIIIIIII�IIIIII I lI I IIIlIII IiIII � • • WALL MOUNT FLUORESCENT LIGHT FIXTURE. SEE NOTE D/E101 * -I I RECESSED TOILET SEAT COVER DISPENSER GFCI �/ WALL MOUNT MIRROR W/ TRIM. RECEPTACLE. 1Y2 "0 GRAB BAR SEE BOTTOM OF REFLECTIVE E /E1NOTE _ 3' -6" 11 SURFACE AT 40" AFF 01 4 WALL MOUNT SOAP DISPENSER BOTTOM \-1 1Y2" GRAB BAR WALL HUNG TOILET =/ OF DISPENSER UNIT AT 40" AFF WALL MOUNT 1 ,_ 6 „ TOILET PAPER _ E 7 0 INSULATE HOT WATER SUPPLY • HOLDER - o PIPE AND DRAIN PIPE ° d. o _ I I �— WALL MOUNT HOT WATER HEATER RECESSED IN -WALL ELECTRIC FORCE 2' -11i" HOSE BIBS AIR HEATER. SEE NOTE B/E101 • • INTERIOR INTERIOR ELEVATION A ELEVATION B SCALE: 1/2" = 1 - 0 " A101 SCALE: 1/2" = 1' -0" A101 m Q_ • cN 2 , -2 „ N - LIGHT FIXTURE 0 0 EXHAUST FAN ON SEE NOTE D/E101 0 TIMER SWITCH —N SWITCH AND EXHAUST • N RECEPTACLE FAN SWITCH WITH TIMERS PANEL P1 N SEE NOTE E /E101 CENTERLINE AT 48" AFF. _ I i 3 SEE NOTE F/E101 -- o SEMI - RECESSED PAPER TOWEL DISPENSER AND 1 TRASH RECEPTACLE L I I •?�, ,,; ;.,b i - O 1 3- i1 CITY OF TUKWILA ° 2' -6 M i o z ce ,' I 10 N Q_ \ w: • PERMIT ✓Ci''� 1 �•'t1' - I i \--T z WALL MOUNT I WALL MOUNT IN -WALL PLUMBING VALVE ELECTRIC WATER STAINLESS BOX. SEE DRAWING M101 o HEATER. SEE NOTE STEEL SINK 6-') A/E101 0 U INTERIOR INTERIOR ELEVATION C ELEVATION D o SCALE: 1/2" = 1' -0" A101 SCALE: 1/2" = 1' -0" A101 a P N O A r w ` ' DESIGNED: PROJECT MANAGER: SCALE: DATE: A . At, METRO TRANSIT DIVISION 4 T. j � � B F ARISS— GATEMAN P E AS NOTED DEC 2002 ` ; • y�'4 �, . ' DRAWN: APPROVED: ONE INCH A7 — TUKWILA PARK & RIDE ► ° BFB P ENG FULL SIZE COMFORT STATION INSTALLATION -I 0 � y CHECKED; IBIS NO: I 1- "..141.1- f DRAWING NO: 432120 IF NOT ONE INCH, CHANGED DATE & SHEET NUMBERING BFB CA DATE 1 K ing County I NTE R I 0 R ELEVATIONS P EN wwnc REQUEST: MP 17 0 SCALE ACCORDINGLY A1 o No. REVISION BY APP'D DATE RECOMMENDED: CONTRACT N0: SITE LOCATION NO app/ Department of SHEET NO of 1111���� (EXPIRES 8 12 /Olt I D CRIPPEN Transportation 7 10 I I i I •I I I I 1 I I �,Ii(iiilliii•liiliii ∎'','i I, 1 , I I I!, 1 1 1 ' 0 Inch 1/16 1 2 3 , 4 5 6 • ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIII111111III11IIIIIIIIIIIIIIIIIIIII111111IIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII TYPICAL WALL CONSTRUCTION PRESSURE - TREATED WOOD SILL W/ SILL SEAL (TYP). 2x6 IN 6" WALL, SIMPSON S /LTT20 AT EACH 'i OR 2x8 IN 8" WALL �� .' CORNER AND AT EDGE OF WALL VENTING METAL RIDGE �';I ADJACENT TO DOOR �P� CAP TO MATCH ROOFING 3 STOP REINFORCED FIBERGLASS °: �� PANEL AT 5" AFF W • ' I '� CONTINUOUS "J" CHANNEL • 1 1/2 " 9 3 x 16" ANCHOR BOLT I �• 2" 5/4X2X6" BLOCKING l I '� � TYPICAL AT EACH CORNER AND TYPICAL SLAB CONSTRUCTION , 4I, CENTER OF WALL / ' �� 1 1/2" RIGID INSULATION : V INYL SIDING STARTER STRIP � X41 %,�grA' (2) 1 � I 12 \ 1Y2"0 VENT HOLES 'I ' '.I W/ /�/ I ��I \` (TYPICAL AT EACH RAFTER) EXTEND 2 -0 FROM INSIDE 6 ry - ■ �� ` R -10 RIGID INSULATION W FLASH EDGE OF FOOTING (TYP) ►�� i .0.1 l�j l ` �\ TYPICAL ROOF 110 , CURB (BEYOND) ,iii/ V f • �` � CONSTRUCTION SEE '; ∎1 FINISH GRADE / � i , %1 p �I . 1 . \,�� \ EAVE DETAIL 5/A1 QA I I ► f j t , O I p p 0 \� 2X8 RAFTERS W/ 1 " X 4" • n� � / �I ..'0,..., , PLYWOOD RIDGE BOARD � ° 1 a 1 • : #4 REBAR 10 "OC ,� � ° ° " . n � � # ' I O p 0 O 1-_`� 3/4" PLYWOOD GUSSET EACH ► a I 1 j SIDE W/ GLUE & (8) #10x2" 4 ‹. a 4 • ° • �• STANDARD HOOK • ,, • '• WOOD SCREWS, EACH RAFTER. • ► • 4 ' o 0 0 0 ° .1 # REBAR CONTINUOUS � ,.� ` SCREW SPACING 2 , SCREW V V V V V � : : 1 ; �' •,� ' EDGE SPACING 1" �� ri #4 REBAR ®12 OC .- L PROVIDE BLOCKING FOR • 6 CEILING PANEL ATTACHMEN ELECTRICAL GROUNDING 10 SEE SECTION 2/A101 SEE E101 #4 REBAR CONTINUOUS 3" MIN CLEAR #4 REBAR ©12 "OC '` # REBAR 12 "OC EW 1' -6" _ • 6" FOUNDATION RIDGE • SECTION 1 DETAIL SCALE: 1- 1/2 " =1' -0" A101 SCALE: 3"= 1' -0" A101 TYPICAL ROOF CONSTRUCTION: STANDING SEAM METAL ROOFING 15# FELT a 28 GAUGE 1/2" PLYWOOD SHEATHING RIDGE /HIP CAP 2X8 RAFTERS PER FRAMING PLAN iii 2" AIR SPACE N 1x2 BLOCKING ATTACHED (2) 1Y2 "0 VENT HOLES (2) LAYERS OF 2 1/2" RIGID INSULATION ° TO ROOFING PANEL W/ (TYPICAL AT EACH 3/8" REINFORCED FIBERGLASS PLASTIC PANEL o GALVANIZED SCREWS BLOCKING PIECE). 10d N LINE OF r (2) 1 "0 VENT HOLES COMMON NAILS 4" OC 12 �� N FOUNDATION ��� " � ` � (TYPICAL AT EACH HIP THROUGH PLYWOOD INTO 6 (TYP / / iii 9`f Y �;S' TUf�'a��ll4 STEM WALL 0 - i ?) / 0//� .� \` RAFTER) BLOCKING / �i� ./� TYPICAL SLAB BEYOND � . \ b �� I .� 2 (tt� CONSTRUCTION (TYPICAL) TYPICAL ROOF i LIU 2 o / ., ` \ \ � \\ FASCIA CONSTRUCTION Y2" CDX PLYWOOD g'. ,•� a 9 / � // / / •�• i.` . O � o I I #4 REBAR / ; // .ir v PERMIT C > N • . I � � �* � ,4. �• ; � �� \\ �■ ` \ � \\ FLASHING � : v � �� F D •. 4• �, *• II .I ��� 2X BLOCKING BETWEEN RAFTERS. PAINT TO MATCH o _ — — — ' #4 R � �• • �', �• I I � ROOF COLOR OR FLAT BLACK. TOENAIL BLOCKING N o o ® 12 "OC I •. *�� . �. • . �� • *•'��•.■■ ' 'I TO TOP PLATE W/ 10d NAILS © 4" OC. PROVIDE • opq , P 0 *. �I • * , � ♦� * .' ∎�∎ 4 WI R E MESH SCREEN I _ (2) 1}¢ "0 VENT HOLES IN EACH BLOCKING PIECE • st �r� f ld ) ° rT � �� �� •• • �` � ' • /. •�. (TYP AS SHOWN i I \ " 0 � * *• �� I' TOP PLATE: (2)2x6 IN 6 WALL a o i ��� � SIMPSON S/H 1 AT (2)2x8 IN 8" WALL 10 1 4 4 * EACH RAFTER /JOIST _2 [ I 1 -4' I TYPICAL WALL CONSTRUCTION: ' ' " PPP- HORIZONTAL HORIZONTAL BEVEL VINYL SIDING .2 2X8 HIP (TYPICAL) 15# BUILDING FELT FOUNDATION NOTE; PAINT EDGE AND FACE OF 2X8 RAFTER Y CDX PLYWOOD SHEATHING o AND PLYWOOD FASCIA TO MATCH METAL SECTION 3 ROOFING OR FLAT BLACK. WOOD I SID INSULATION 0 SCALE: 1t "= 1' -0" A101 HIP EAVE 46" REINFORCED FIBERGLASS PLASTIC PANEL. Q. SECTION 4 DETAIL 5 a SCALE: 3" = 1' -0" A101 SCALE: 3 "= 1' -0" A101 # E C A E ' IA A DESIGNED: PROJECT MANAGER: SCALE: METRO TRANSIT DIVISION DATE: AS NOTED CH AT i ' B FARISS- GATEMAN P ENG TUKWILA PARK & RIDE DEC 2002 A • � A DRAWN: APPROVED: — ONE IN COMFORT STATION INSTALLATION 'v' _ FULL SIZE A + BFB _ P ENG t. ��q ���� l CHECKED: IBIS NO: F DRAWING NO: 1 CHANGED DATE & SHEET NUMBERING BFB CA 9/02 l 432120 IF NOT ONE INCH, y CONSTRUCTION DETAILS -'-....,_L-- - -u - - P ENG WORK REaUEST: MP 170 SCALE ACCORDINGLY Kin g County A104 u RECOMMENDED: CONTRACT NO: SITE LOCATION NO: _o No. REVISION BY APP'D DATE 11 Qy Department of SHEET NO OF a ,N-J ` EXPIR 8/ 12/ D CRIPPEN Transportation 8 10 I I 1 I . .i 1 I , I I I ' I I I I ' I ' I ' � f l I I : I . : i i i I i I , 1 . : I I I I i I , 1 I 0 Inch 1/16 1 2 3 5 6 VVxA:4i : _ r 1 IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII _ III I III IIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' \--c h" TRAP PRIMER NOTES: 6" SANITARY SEWER TO FLOOR DRAIN 1 WATER UP 1. PROVIDE 1" PRESSURE RELIEF VALVE WHERE WATER PRESSURE EXCEEDS 80 PSI. 2. PROVIDE HOSE BIBB WITH VACUUM BREAKER. 3. PROVIDE T AND P RELIEF VALVE AT HOT WATER HEATER. EXTEND DISCHARGE THROUGH PLUMBING 2" �� 4 „ I I WALL TO THE OUTSIDE. WASTE UP SANITARY SANITARY TO LAVATORY WASTE I 4. SEE DRAWING E101 FOR NOTE REFERENCES ON ELECTRICAL APPLIANCES. 1h" VENT I a 1 UP I 1h" VENT I I CONTRACTOR'S SCOPE OF WORK NOTES: C am -- --- - 1 2 "SW UP — 1 1. PROVIDE SANITARY WASTE, VENT, WATER & TRAP I PRIMER PIPING TO 6" ABOVE CONCRETE FLOOR N - -(I}- TO FD I AND CAP. SEE PLUMBING RISER DIAGRAM. • 2. PROVIDE 2" FLOOR DRAIN WITH STRAINER. . __ L 3" VENT THROUGH ROOF 3" SANITARY - - - -/ 1 WASTE UP TO I l WATER CLOSET I 3" VENT tea, 2" VENT 4" SANITARY WASTE UP n 3" VENT . WATER 1y VENT TO SURFACE CLEANOUT / ` ` I I HAMMER I I ARRESTOR - I �--1 CW - _ - - - [ 1" CW J- PLUMBING I -- -- 1" cw I " TERMINATE RELIEF 1 " I 1Y" V FOUNDATION PLAN . cw .� cw cw cw VENT AT 6" ABOVE 0 SCALE: 1" = RECESSED VALVE FINISHED GRADE 1 -0' , rz" Yz" HOT WATER 1 " CW I HW ' �- BOX. SEE NOTE 1 SUPPLY HOT WATER LTRAP ' CW DOWN TO 1' WATER DOWN ' PRIMER VALVE 3'4 VENT PIPE TO 1 ( ( SLOAN FLUSH 1 " PRV r EXTERIOR OF I -o i VALVE LAVATORY X T &P RELIEF VALVE Y- STRAINER BUILDING ` L — � (_ - ING � I y CW -SHUT -OFF VALVE SEE PLUMBDIAGRAM FOR r SURFACE I I 1 PIPING RISER ` - ' CLEANOUT �WALL HUNG 1 Yz" VENT DOWN 1 IN THIS AREA / WATER CLOSET T 1 TO LAVATORY _ _ _ �` -- L FLOOR HOSE HOT [...__TRAP PRIMER I FINISHED HOT WATER HEATER WATER - VALVE [FLOOR - DRAIN BIBB VALVE - j J HEATER T &P RELIEF VALVE 1y2" VENT DOWN ti- { LAVATORY L 0 4" SW ( / --N I L __ - - - - -TP - TO FLOOR DRAIN Tv a= TUKWILA a �I b ce 2" VENT ( - ,... A--- HOSE BIBB 1" W I 3" SW -� ( 2" SW \ I C 2002 \ � 2" FLOOR DRAIN - - 4 I I Y 3" VENT UP TO VENT VV1 I I I 0. 1 THROUGH ROOF L - 2" SW ' ' " ' �- �- 0 WATER - _ _ _ . CLOSET 1 ._. ..9. - d ,� SW -_ - -_ / SURFACE CLEANOUT J 0 PLUMBING RISER s SS y o DIAGRAM FLUSH V r I I 1) ( • SCALE: NONE A. y r 0 L_.._J 0 U PLUMBING • a. - PLAN ;al /`1 SCALE: 1" = 1' -0" CO I A N 0 ° , I DESIGNED: PROJECT MANAGER: SCALE: N o _ A - .... c nw�' J TURNER — AS NOTED METRO TRANSIT DIVISION DA DEC 2002 Q ��; ,� 4 DRAWN: APPROVED: ONE INCH AT TUKWILA PARK & RIDE 0 p x B HAMBLIN FULL SIZE COMFORT STATION INSTALLATION N LL, EXTERIOR SURFACE CLEANOUT INSTEAD OF WALL CO BFB PE 11/02 CHECKED: IBIS NO: F ' -I DRAWING NO: 432120 IF NOT ONE INCH, ii CHANGED DATE & SHEET NUMBERING BFB CA 9/02 4,.. 51 too D. WILLIAMS WORK REQUEST: - SCALE ACCORDINGLY PLUMBING PLANS M 101 - .• No. REVISION BY APP'D DATE W _e RECOMMENDED: CONTRACT NO: SITE LOCATION NO: King County : Department of & RISER DIAGRAM SHEET NO: Of I EXPIRES 6/1/ (2 1 _ Transportation 9 10 I . 1 I, I , 1 I,I'1'I'I i ,,iiliiiiiii},ii 11 1 I • I I 1 . 0 Inch 1/16 1 2 3; 4 5 6 . . y•f % . _ gi V i — 6 , iii - - - -- - - - r- _ -- - - _ _ 1 ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII! IIIIIIIIIIIIIII` IIIIIIIIIIIII111111I111111111 11111111 III1IIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111 • • • CONTRACTOR'S SCOPE OF WORK: METRO TRANSIT SCOPE OF WORK: 1. THE CONTRACTOR SHALL CONNECT POWER TO THE EXISTING A. FURNISH AND INSTALL 2.5 GALLON, POINT OF USE WATER SERVICE CABINET ON SITE. FURNISH AND INSTALL 1i" RIGID HEATER, RATED 120 VOLTS, 1350 WATTS, ARISTON MODEL 0 GALVANIZED STEEL CONDUIT FROM HANDHOLE TO COMFORT P -10S. THE WATER HEATER SHALL BE POWERED FROM A STATION (SEE C101) AND PULL (3) #4 AND (1) #10 20A GFI BREAKER THROUGH A DEDICATED SINGLE FLUSH GROUND FROM THE EXISTING POWER PEDESTAL TO THE MOUNTED RECEPTACLE. SEMI - RECESSED PAPER STUB -UP UNDER PANEL P1. PROVIDE ENOUGH SLACK ON TOWEL DISPENSER AND THE CONDUCTORS FOR TERMINATION AT PANEL P1. B. FURNISH AND INSTALL A FLUSH MOUNTED FORCED AIR FAN TRASH RECEPTACLE . CONCRETE ENCASED GROUNDING HEATER WITH BUILT -IN THERMOSTAT RATED 240 VOLTS, ELECTRODE CONSISTING OF AT LEAST 2. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, 2000/1000 WATTS, 8.3/4.2 A, Q- MARK MODEL #CWH2202. LIGHT FIXTURE 20' OF BARE # COPPER WIRE, PERMITS AND INSPECTIONS REQUIRED BY LAWS, ORDINANCES SEE NOTE D BONDED TO REBAR, ENCASED IN AT AND RULES GOVERNING WORK SPECIFIED WITHIN THE C. FURNISH AND INSTALL AN 8 -INCH DIAMETER WALL EXHAUST EXHAUST FAN LEAST 2" CONCRETE. SEE NOTE 3 CONTRACTOR'S SCOPE OF WORK. FAN WITH AUTOMATIC BACKDRAFT DAMPER WITH OUTSIDE WEATHER HOOD, RATED 120 VOLTS, 1.5 A, 180 CFM, BROAN SEE NOTE C 3. FURNISH AND INSTALL (2) 10' x" GROUND RODS AND # MODEL #509. 1" PVC SLEEVE FOR GROUNDING AWG BARE COPPER GROUNDING ELECTRODE CONDUCTOR. SYSTEM CONNECTION TO WATER LINE PROVIDE ENOUGH ADDITIONAL #4 BARE COPPER 2" FROM THE D. FURNISH AND INSTALL THREE (3) 2 -13 WATT LAMPS, 120 WALL MOUNT WATER BOTTOM OF CONCRETE SLAB TO ENCIRCLE THE STRUCTURE VOLTS, COMPACT FLUORESCENT LIGHTING FIXTURES, UL WET HEATER SEE NOTE A AS SHOWN (APPROX. 45'). STUB -UP THROUGH 1" PVC • RATED FOR INDOOR AND OUTDOOR USE, LIGHTWAY INDUSTRIES � LIGHT FIXTURE W/ PHOTOCELL CONDUIT 6" ABOVE THE CONCRETE FLOOR (BELOW THE PANEL MODEL #SDW26. BOTTOM OF LIGHTING FIXTURES SHALL BE & COLD WEATHER BALLAST LOCATION) AND PROVIDE 15' OF SLACK ON THE GROUNDING MOUNTED 6 FEET ABOVE FINISHED FLOOR. �' — — — — _ — — I SEE NOTE D ELECTRODE CONDUCTOR FOR TERMINATION AT THE PANEL • 3 I — � GROUND LUG. BOND GROUNDING SYSTEM TO WATER LINE E. ALL THE RECEPTACLES SHALL HAVE GFCI PROTECTION AND 0 WITHIN 5' OF STUB -UP INTO STRUCTURE. SHALL BE FLUSH MOUNTED 4' -6" ABOVE FINISHED FLOOR. W�GFCI OGFCI C� �_ 4. SEE DRAWINGS A101. A103 & M101 FOR REFERENCED F. FURNISH 60 MINUTE TIMER SWITCHES FOR THE LIGHTS AND ' WATER LINE - LOCATION OF ELECTRICAL AND MECHANICAL EQUIPMENT. THE EXHAUST FAN. 5 I I L J SEE NOTE 3 0 N o • DUPLEX RECEPTACLE G. FURNISH AND INSTALL COMPLETE ELECTRICAL SYSTEM PER (TYP) SEE NOTE E PANEL SCHEDULE AND AS SHOWN. WIRES AND CONDUIT RUN 0 N I TO ELECTRICAL EQUIPMENT NOT SHOWN FOR CLARITY. a c I SWITCH W/ TIMER H. FURNISH AND INSTALL ELECTRICAL PANEL. I (TYPICAL) SEE NOTE F Q. I. SEE DRAWINGS A101. 0101 & M101 FOR REFERENCED PANEL P1 LOCATION OF ELECTRICAL AND MECHANICAL EQUIPMENT. 3 I 1 240/ 60A MCB SEE NOTE H J. METRO TRANSIT SHALL OBTAIN AND PAY FOR ALL LICENSES, • PERMITS AND INSPECTIONS REQUIRED BY LAWS, ORDINANCES ° I COORDINATE EXACT LOCATION AND RULES GOVERNING WORK SPECIFIED WITHIN METRO z 1 OF STUB -UPS WITH PROJECT ....._ TRANSIT'S SCOPE OF WORK. 0 01 I 1 RE 0 I ELECTRIC FORCED AIR a 1 HEATER SEE NOTE B I 0 ( I SEE NOTE D FIXTURE � INSTALL (2) NEW 1 _ GFCI E GROUNDING ELECTRODES. I `� ( -_ i) 0 5 r JI\ SEE NOTE 3 . ■ _ ____ / k 0 0 r'ec" .. l'Ji. (j • CF('t OF TUr >V ILA N a NEW 11" GRS ELECTRICAL � o- N w CONDUIT FROM HANDHOLE TO 0 a COMFORT STATION. SEE C101 xa. y o - 0 PERMIT CENTER POWERED EQUIPMENT SCHEDULE o ELECTRICAL 2y QTY DESCRIPTION VOLTAGE WATTAGE PANEL /CIRCUIT o FLOOR PLAN '^ 0 SCALE: 1" = 1' -0" 1 FORCED AIR HEATER 240V 2000 P1 -1,3 U O/ 1 3 DUPLEX RECEPTACLE 120V 540 P1 -5 itt X 1 EXHAUST FAN 120V 180 P1-2 0. 0 2 1 WATER HEATER 120V 1350 P1 -4 If: 3 LIGHT FIXTURE 120V (3) 26 P1 -6 on a 4 /v r A N . N 0 A DATE: DESIGNED: PROJECT MANAGER: SCALE: METRO TRANSIT DIVISION P' *% °•J DEC 2002 AS NOTED TUKWILA PARK & RIDE 0 S P ELMAN P ENG _ N L\ �i� o N: — APPROVED: O FULL SZE COMFORT STATION INSTALLATION d I• J S PELMAN P ENG 1 . 0 A 4 +:�4 j 432120 IF NOT ONE INCH, , CHE IBIS NO I - I ���� DRAWING NO: j ' �tsp ii Q CHANGED DATE & SHEET NUMBERING BFB CA 9 02 `� c I�`'�' wow REQUEST: MP 170 SCALE ACCORDINGLY King County ELECTRICAL PLAN E101 o No. REVISION BY APP'D DATE \ RECOMMENDED: CONTRACT NO: SITE LOCATION NO: Department of SHEET NO: OF a I EXPIRES 3/7/ O3 I D CRIPPEN Transportation 10 10 n i i i l li iI .iii i i i ' I I, I � ! I I I , I . i i I, I I.'II I I I i I i I I ,' I I 0 Inch 1/16 1 2 3 4 5 6 wy ? WIT r t1r�� a ' y'r 1.-.. r 1 111111111 IIIIIII I II IIIIIIII IIIIliiiiIIIiiiiii IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIII IiiI III '