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Permit 6782 - City of Tukwila / Parks and Recreation - Foster Park - Addition
6782 91-343 foster park 13919 53rd avenue south restroom Permit 6782 - Foster Park SITE ADDRESS , c,k t q Q.3 (\V� SUITE # .. .. • .. : _ . - . 1 1 • - ' - - t t VALUE OF CONSTRUCTION - $ 40, 000.00 PROJECT NAME/ TENANT e--- ASSESSOR ACCOUNT # Oo r.)30D- 0 Ion C OLIO 0 100 Foster Park Addition -7 - Js ci • &z c , - TYPE OF Lx) New Building Li Addition U Tenant Improvement (commercial) ❑ Demolition (building) WORK: ❑ Rack Storage ❑ Reroof 0 Remodel residential ❑ Other DESCRIBE WORK TO BE DONE: Construction of a new restroom facility for park users. BUILDING USE (office, warehouse, etc.) Separate women's and men's restrooms. NATURE OF BUSINESS: N / A WILL THERE BE A CHANGE IN USE? (XJ No ❑ Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 375 s .f , ' Tenant Space: N/A Area of Construction: 4Ac tal WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER City of Tukwila PHONE (206) 433 -1843 ADDRESS 6200 Southcenter Boulevard, Tukwila, WA L. R '1Yic . PHONE , er$1 - ZIP 98188 4....ciG CONTRACTOR eii, ✓C..c,..v .�.,,' yi „7 ,z ,,,,•/, � __ ,�L� /R,e ADDRESS • c X I �JV' EXP. DATE ZIP C1� ClLI WA. ST. CONTRACTOR'S LICENSE # -L a -k 1:-5--) cirs. ARCHITECT Bruce Dees & Associates PHONE (206) 627 -7947 ADDRESS 222 Fast 26th Street, Suite 202, Tacoma, WA ZIP 98421 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION .MUST BE FILLED. OUT COMPLETELY D AND EXAMINED T EREEY CERTIFY T . _.. UE:;AND CORRECT, AND I AM .A UTHORIZED.'l O APPLY I� SIGNATURE BUILDING OWNER OR. _ AUTHORIZED PRINT NAME AGENT CONTACT PERSON DATE APPLICATION ACCEPTED City of Tukwila ADDRESS 62W Southcenter Boulevard Don Williams, Director of Recreation BUILDA PERMIT APPLIQATION PLAN > HECK FEE<><;; > ;; BUILDING: SURCHARGE UILDING :PERMIT:: FEET • ;ni'rz.1 "'0a'> ILINEEMEISI g& 4 11 MIEN Wain arm: ; 1R THER: TOTAL DATE APPLICATION EXPIRES DATE /5 91 PHONE (2C6) 433 -1843 CITY /ZIP Tukwila, 98188 PHONE (206) 433 -1843 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions ate calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations; The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. 07106190 COMMERCIAL :, NEW COMMERCIAL ......• Completed building permit application (one ior.each: su • Assessor. Account Number Two sets (2)..of the folkwing "." • E • Structural calculationsstamped by a Washin • Soila:reporistaMped by a.WaltlingEoti !tots! liaantal . Energy calculations' stamped by aWashingforf • engineer .or 'architect Legal description Woadng:drayrings, stamped by a Washington Ste U architect.which Indudo • drawinge • drawings Mechanicai drawin • . Comploted utility permit application (one for endr� Rix . (8): settiOf civil drawings I: NOTE See utilhly permit application 0040.c.ke.t.10 RACK STORAGE I.. , Completed budding permit application " ••.:" • :Li Assessor Account Number .... • • • • ::■ Two (2) sets of plans, which Building floor plan showing space Wriera. rads will be focasix 'Exit doors • . Dimensions of L HI ' Tenant:space . i „ . • N OTE Inclucla dnens,ons of ir • • :and arritw.ay .ort • Structural calculations stamped.by:a..Washingt • inesir (rack storage 6' 4nO•oypT),. . .. . . . •••• • • •• ................. RESIDENTIAL : ...„. . • NEW SINGLE-FAMILY DWELUNGWADDJ Completed building permit applicalion ti Legal description ••• • .:* . . . Washington State Energy Code data • . E Completed utility permit application . ..:.• ri Six (6) sets of site plans showing utilities „.. . . „ ” NOTE: Building site plan and utility site plan may be combined, See . utility permit application and checklist tor specific submittairequkamonts Adritional topographical and soils information may be rewie:41T unique site conditions. S6BMITTAL CHECILIST E Assessor Account Number ••, • • Two sets (2) of working drawings, Which include :'*"' • • • Site plan •■•-••••—••■•• Prk! Plash lhavi am : ilYtkIntb;m 44 •.:1:1' , ....:0 • • • Foundation plan !: includa • Roof plan : • , • Building elevations (all Yiews) • Building cross-section Structural framing plans Gmpleled bviklng • porndt appkcsllon (one for .each.atrtIOItaa • f it.c.00 0 s PJiOWIn mart ...I.10r4foor.and.„ c�iig ineet may be tuc • aubmepwawuWtv • • • :iictos . Narrative ••• materi Id N OTE A certification IeUu r is n the permit. t.4 Site Plan (showing ••#:00 ":•:..Detalia:onsetitisisatollitl:djoh and method of attachment , :.§.trucligaf 04410140004' Wash ington . • 000:m*ii09.:.i...4.40.0::•:1„, :!•:Pg01.904t1A4.:•01* . 4.41;49.440P01..0.04 4uctu easaar:Aciicsint Nt:trober:*:::. 'P*o (2) sets c working drawings, PS— • • Roof *11Cring elevations (all views) plan • Building . . NOTE It any utility.WCtic.ii:td be done . ' utility permit application and Ofana•ratist.ba free te :...„.„. . , . ...... . *••••• ' • • ..• • , • , "Assessor:Account.N . . . . . arrittive describing existing .ra removed and ..• ... . . ... .. „.... „. larer{iuirad „ .. „ .. eft of the . . TYPE OF CONST.: V - UB D I (year) 1988 SETBACKS: N - S - E- ADDRESS 6200 Southcenter Boulevard, Tukwila, WA W- FIRE PROTECTION: OSprinklers Q Detectors t1 NIA UTILITY PERMITS REQUIRED? Q Yes ADDRESS P.O. Box H, Vaughn, WA (through Public Works) p No ZONING: BAR /LAND USE CONDITIONS? 0 Yes Qx No CONDITIONS (other than those noted on or attached to permit/plans) r l PROPERTY OWNER City of Tukwila PHONE 433 -1843 ADDRESS 6200 Southcenter Boulevard, Tukwila, WA ZIP 98188 CONTRACTOR L R, Inc. PHONE 884 -9500 ADDRESS P.O. Box H, Vaughn, WA ZIP 98394 WA. ST. CONTRACTOR'S LICENSE # 3LRIN ** 137 CJ EXP. DATE 10 -25 -91 ARCHITECT Bruce Dees & Associates PHONE 627 - 7947 ADDRESS 222 East 26th Street, Suite 202, Tacoma, WA ZaP 98421 CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: C BUILDIftO PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION? >:::;: BUILDING PERMIT FEE . PL'AN:CHECKFEE> >> BU.ILD.ING .. SURCHARGE <' OTIfiERiig PLAN CHECK NO.: AMOU.NT:::: 91 -343 RCPT., DATE ::::;:) PROJECT INFORMATION SITE ADDRESS 1/ 11 -11 'ISO 11 PROJECT NAME/TENANT foster Park TYPE OF © New Building ■ Addition • Tenant Improvement (commercial) Demolition (building) Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct a new,restroom facility. 'CODE COMPLIANCE SQUARE FEET APPROVED FOR ISSUANCE BY: SIGNATURE: CERTIFICATE OF OCCUPANCY NO. /. OCC. LOAD 13919 53 Av S SQUARE FEET OCC. LOAD SQUARE FEET e. :111,17, I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. PRINT NAME: - C. UV l (?Or"_ COMPANY: • is per sha b null and v if the work is not commence iih 180. days from the suance, . or if;the work is s uspende d or abandoned for a period of 180 days f rom the last inspec OCC. LOAD SUITE # SQUARE FEET BUILDING OFFICIAL DATE: OCC. LOAD DATE ISSUED: VALUE OF CONSTRUCTION - $ 40,000.00 ASSESSOR ACCOUNT # SQUARE FEET OCC. LOAD DATE: 9_ 0 TOTAL SQUARE FEET / TOTAL OCC. LOAD PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER (-Ai- 543 PROJECT NAME SITE ADDRESS INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff.so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" In box indicates which departments need to review the project. PARTME .,,.,. AT�'r P . HOV EIw BUILDING - `'_ i5-q / v eU 5/ initial review FIRE PLANNING PUBLIC WORKS 0 OTHER BUILDING - final review REVIEW COMPLETED a �f • INIT: INIT. f q711/9) 9 / z q INIT: BUILDING*ERMIT APPLICATION TRACKING ROUTED � i f L r i kv ZONING: vk( CONSULTANT: Date Sent - REFERENCE FILE NOS.: TYPE OF CONSTRUCTION: UI it .... ........ ... SUITE NO. MEI Date Approved - FIRE PROTECTION: Sprinklers • Detectors N/A FIRE DEPT. LETTER DATED: INSPECTOR: 172. - IBAR/LAND USE CONDITIONS? ( )Y es No ', MINIMUM SETBACKS: N- S- E - V+ UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: LR-W t3 to NA) UBC EDITION (year): [988 TOTAL OCC LOAD 08/17/80 08/44/91 GENERA 350.00 GENERA 228$00 GENERA 4.50 VOID GENERA ; -582.50 CASH :. 0 00 1417A000:`; 0903' CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 08188 Plan Check #91 -343: Foster Park 13919 53 Av S PHONE II (206) 433.1800 Gary L. VanD@scn, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME ?'ART OOF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER p 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 6. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 7. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8. 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 this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. — Project: � Type of Inspe n: Address: Al S/y — S r4 'cm—. Date Called: Date Wanted: g--2-t-/---2.._ •, Special Instructions: Requester: —" Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .„Approved per applicable codes. COMMENTS: • inspector: INSPECTION RECORD , Retain a copy with permit O Corrections required prior to approval. Date: Date: (206) 431 -3670 2t O $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Project: I ' Type of Inspection: - •I res �� s : ��;; �..-- / •.te a a': Speclaf't stru tr cction� Date Wanted: 159 ... �" p .m . Requester: Phone No.: ❑ Approved per applicable codes. C INSPECTION RECORD C Retain a copy with permit NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO.j (206) 431 - 3670 X 753 Corrections required prior to approval. COMMENTS: fC: c 7 AY 11— rir J 7I, ,� �., s ..4, sec/ 3 /- ."Q e-4-- y' ►o 4 4 A7, -, 414 0- L S4 1 . dc 7-7 , 41.,617- Inspector: Date: $30.00 REINSPECTION FEE REQUIRED., Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: p: _ z. ic , ,.... i G.( Type of Inspection: /7 , .4.3e/frpfrp_A i Mdress: 7.7 J9 --3 4ce So_ Date Called: Special Instruc I ns: Date Wanted: p.m. Requester: Co S Xeor- Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. ' X Corrections required prior to approval., COMMENTS: INSPECTION RECORD Retain a copy with permit 78 PERWT N (206) 431-3670 2.) A-e---c-s.s 4.0 e . 2.9 // 4g, ii-c4d-04■9 la *we ..1c.f.■ et co -.7.129 : /, - ? 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. oceip 0 : • roe / S�e /�lir 4 t Type of Ins n' , 4...4 CJ // ,4', x, Address: / Date Calla : ,, Specie Instructions: Date Wanted: :3 am, p.m. Requester: Phone No,: I'SPE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INS'PECT'ION i RECORD Retain a copy with permit (206) 431 - 3670 O Corrections required prior to approval, COMMENTS :`. O EINSPECTIO � FEE REQUIRED. Prior to reinspection, fee must be Paid at , 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: Proje • r ' ✓ �T' 1, D � pe o nspection: pAggs' �, as .,1 40 (c i,3 ` ' ' hoe . (2 .: Pte a e.: (7 Special Instructions: Date Wanted: — 5-1Z-am. am. I ¢,m• Requester: `. L ; ! c Phone No,: ( J " t '"`q 5 x.,.10 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300-Southcenter Blvd., #100, Tukwila, WA 98188 RMIT (206) 431 -3670 Approved per applicable codes. COMMENTS: Inspector: Li, Corrections required prior to approval. ❑ ` $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee 'must be paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinsPectlon. • ro ect: F ype o nspe M on: . :• ..:so. Tess: 3,3 / At. S. : e a ad: ! 2..c./.. 2. Special Instructions: 7 ; 30 Date Wanted: ry -24 r 92_ , p.m. Requester: Phone o.: 99. 37/6 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C j4 per applicable codes. COMMENTS: Inspector: ep INSPECTION RECORD Retain a copy with permit ■ O $30.00 REINSPECTIO FEES� 6300 Southcenter Blvd., Suit :''i El Corrections required prior to approval. { Dale: lw,,' k.4,• 11 I 11 Prior to reinspection, fee must be paid at II`. b schedule reinspection. ro ect g _ �., tJ•�r �►�.� ype o nspection; III AA a ,, : te .e.; - + -q Special nstruct ons. Date Wanted: p.m. Requester: (_ it Phone o.: ' ❑ Approved per applicable codes. 7.7—'7' 7 srwfr•':Y�,r ." 1.7- .70.:#1 yr. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 4314670 Corrections required prior to approval. Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. G INSPECTION RECORD Retain gcopy with permit is. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ro e Address, 400 sm Instructions: pproved per applicable codes. COMMENTS: spector: ...,,,■••1 . • OS AR- 4A-TIA La-4(s . Ex?. e PERMR NO. (206) 431 yp .; • se oerotin: avol FICtitiOX Date Called: 1 _ va_ci . Date Wanted: Requester: Phone N9019 — S1 (4, Corrections required prior to approval. Alo 4c eif-(w‘19 -Tr) j et-op Pe-A-INJ S PeY1A-rt itt AVAIL ely4.311:7 El $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter BlVd., Suite 100. Caine schedule reinspection. • 'roe a j ` a nspect on: i" Address: 1 Date Called: .) - Special Instructions: Date Wanted: Q- .9:9 -gl ep. . Requester: 0 y'' rel 7 4 / Phone No.: i / — CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 82. PERMIT (206) 431 - 3670 Approved per applicable codes. COMMENTS : ho &tt 7 4, 40 is ovYe' ` /-,e, c�ha 4 inspector: eel O Corrections required prior to approval. Q $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. II II PERMITS DATE ROUTED TO PWD DATE PLANS APPROVED PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED z l U1 Channelization/Striping /Signing Curb Cut/Access/Sidewalk Fire Loop /Hydrant Flood Zone Control Grade /Fill Hauling Landscape irrigation Moving an Oversized Load I Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension •ublic i( Water Meter (exempt) size: D ' No.: I _ i Water Only CUM 1 5^) -a I G 3o- q 1 X Water Meter (permanent) size: @ 1' No.: I ikga 1 i E3(D I I WATT' If.)5'Q1 c1 q, q - aI Water Meter(temporary) size: ,.-6 li No.: I Other: Other: - arrE PLANS RECEIVED TYPE OF REVIEW DATE ROUTED TO PWD DATE PLANS APPROVED DATE RESUB. REQUESTED COMMENTS _ST'S-CO z l U1 % -C 1 I PLAN CHECK NUMBER qi ~ 3U ROUTING PERMITS REQUIRED SITE ADDRESS UTILITY FrOJECT TRACKING CHECKLIST CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT 1 rreHeUY. r:JHTW ; Y THAT t HAVE ;HEAD " THIS: APPLICATION AND KNOW THE SAME TO SE` TRUE : AND CORRECT. Applicant/Authorixed I • i • . ` � `�� -._•- Contact Person Don - u : . Don Williams, Director of Recreation Print Name: City of Tukwila Address: 62(X) Southcenter Boulevard Date: f" tS" --Y/ Phone: (206) 433 -1843 Tukwila, WA 98188 Phone: (206) 433 -1843 Date Application Accepted: - vl rr�� � Date Application Expires: I - . _ CITY OF TUKWIL4 Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 1 PROJECT Site Address: Southwest corner of 53rd Ave. INFORMATION Name of Pro ect: Foster Park Addition Property Owner: City of Tukwila Street 6200 Southcenter Boulevard Engineer: Bruce Dees & Associates Street Address: 222 East 26th Street, Suite 202 Contractor: Street Address: Ki • Count Assessor Account Number: PERMITS ❑ Channelization/Striping /Signing REQUESTED ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop/Hydr. (main to vault) - No.: — Sizes_ WATER METER DEPOSIT! > >'`? REFUND /BILLING MONTHLY.: SERVICE BILLINGS TO: ( UTILITY PERIVIri APPLICATION ❑ Flood Zone Control 7i?i Grade&Fil cubic yards ❑ Hauling tEl Landscape Irrigation ❑ Moving an Oversized Load 181 Sanitary Side Sewer - No.: 1 ❑ Sewer Main Extension Private ❑ Pubic ❑ Name: Street Name: f ;,-h - 1,52 Water ® Sewer [l Metro ❑ Standb !;DESCRIPTION OF: PROJECT ❑Single- Fami Residential ❑ Mutti•le -Famil Dweilin. ❑ Hotel ❑ Du•lex ❑ A•artments No. of Units: ❑ Motel CommerciaVl ndustrial ❑ Oftice ❑ Tr! • lex ❑ ❑ Warehouse ❑ Retail ❑ Manufacturin MISCELLANEOUS ® New Building restroan/3750 Remodel/ Square picnic shelter /560 Addition INFORMATION Footage: King County Assessor's valuation of existing structures: $ PLAN CHECK V � NUMBER: . and S. 139th Street Phone No.: Cit /State/Zi•• Phone No.: City /State2ip: Phone No.: City /State/Zip: Phone No.: ❑ Other: G l -3�t� 1- 3 uU (206) 433 -1843 Tukwila, WA 98188 (206) 627 -7947 Tacoma, WA 98421 O Storm Drain O Street Use ❑ Water Main Extension Private 0 Public ❑ RI Water Meter/ Exempt: - No.: _]_ Sizes 1' Deduct jSI Water Only[] O Water Meter / Permanent - No.: Sizes• ❑ Water Meter / Temporary: - No.: —. Sizes• ❑ Other: City /State/Zip: Phone No.: c,e j - As";-_? Cit /State2i• : ,,� Condominiums ❑ Church ❑ School/Coilege /University ❑ Hospital ® Other: Park Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 09/18/90 r--- SUBMITTAL C AU site plans shall be provided in one � submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING/S IGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location o Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT o Type of pipe O Size of pipe /location O Location and type of all valves o Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) o Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials/percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business license with City of Tukwila O Route map SANITARY SI a SEWER O Type of pipe - cc,;_ Sete, PVC, etc. O Size of plpe/loca1nn O Percent of slope on pipe/length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material/percent compaction O Invert elevations at structures and Junctions SEWER MAIN EXTENSION o Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe /ength of run O Connection point(s) to public O Location of cleanouts o Type of bedding and backfill material/percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe o Size of pipe O Percent of slope/length of run O Location of all structures o Square footage of area to be drained, Including roof area o Bedding material for pipe O invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic controVdetour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. o Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER • EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials/percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Public o Department as complet t eir rev e an the p ans are approved, t e appl t w l be notifi by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. CITY OF TUKWILA Public Works Department 6300 Southcenter Boulevard, (206) 433 -0179 If you are unsure if you need a grading permit, please fill out the following questionnaire and return it to the Tukwila Building Division. The staff will then determine if a permit is required. If you have any questions, please contact the Public Works Department at 433 -0179. PROJECT NAME: Foster Park Addition 13� I 9 s3 PROJECT ADDRESS: Southwest corner of 53rd Ave. S. and S. 139th Street GRADING Tukwila, WA 98188 TE :. RETAIN THIS FORM FOR OUR RECORDS, I If a permit is required, include a copy in that file ;'a GRADING / FILL PERMIT QUESTIONNAIRE DO I NEED A GRADING /FILL PERMIT? YES NO 1. Will the excavation be two (2) feet or more in depth? © ❑ 2. Will the excavation create a cut slope greater than five (5) feet In height? © ❑ 3. Will the excavation create a slope steeper than one and one -half (1 -1/2) horizontal to one (1) vertical? ❑ SIGNATURE PHONE NO. ( 206) 433 - 1843 PRINT NAME: Don Williams, Director of Rec. COMPANY City of Tukwila FILL 1. Is the slope of the natural terrain greater than five (5) horizontal to one (1) vertical? 2. Will the fill exceed 50 cubic yards? 3. Will the fill obstruct a drainage course? ❑ -- 4. Will the fill be three (3) feet or more in depth? E ❑ ❑ 5. Is the fill intended to support structures? © ❑ MIT REQUIR AFF. PERS lace Into Grad! ngtFiil Questbnnatro "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL lnsp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 R 17 BUILDING FINAL 431 -3670 BUILDIVG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 13919 53 Av S SUITE NO.: BUILDING (0-7c.g. PERMIT N0. DATE ISSUED: PROJECT: Foster Park (Restroom CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied In place. 2. FOUrATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. ow„ua RCN REVIEW COMMAS Plan Check No.: Project: f- 0))C2 re3Ver REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special Inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 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 this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final RCN REVIEW COMMAS Plan Check No.: Project: f- 0))C2 re3Ver REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special Inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 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 this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. PREPARED BY: * D.C.D - BUILDING DIVISION * PLAN REVIEW * PLAN REVIEW: 91 -343 PROJECT NAME: FOSTER PARK RESTROOM FACILITIES DATE: August 20, 1991'. OCCUPANCY GROUP: B -2 TYPE OF. CONSTRUCTION: V -N LOCATION ON PROPERTY: O.K., LOCATION IN RELATION TO PROPERTY LINES IS NOT ISSUE PER TABLE 5 -A. BUILDING HEIGHT /NO OF STORIES: ONE FLOOR AREA: 380 SF OCCUPANCY LOAD: .N /A EXITING REOUIREMENTS: N /A DETAILED REOUIREMENTS: OCCUPANCY 0.K., TYPE OF. CONSTRUCTION O.K. W.S.E N /A., 51 -10 WAC REQUIREMENTS O.K. , CHAPTER 23 PER CONVENTIONAL FRAMING REQUIREMENTS. STORM SEWER TRENCH BEDDING, & BACKFILL DOMESTIC WATER SERVICE BRUCE DEES & ASSO 222-East 26th.Street, Suite Tacoma, WA 98421 top pud (Illustrated) 3njated bowl, ang e bac and =.,e, ' %" inlet lud, vitreous china. Fixture only less seat, bolts, tps, and washers, 3minai Dimensions: 25 "x 14 "X 15" Dater surface, seal, ballpass and operation noels or oxcoodo ANSI A112.19.2M coda requirements. Fixture Dimensions conform to ANSI Standard A112.19,2M To Be Specifi Color: O'White Li Bone n Silver CJ Seat: Olsonite #95 open front seat less cover, (Shown) O Alternative Seat: Q Flush Valve: DAloan Royal 110-3 (top spud) BO Sloan Royal 152 (back spud) �1 Ei Flush Valve: G�� O Floor mounting kit: 601314,101 5c� �'� � brov ring ��e��lti�C�, /0 41-.e TEL NO ,1-205-i55 ! ";d 1 1:5 I: 13;47 r i. I' ill y % l41' / ati ' fxr L 3) S6:25 A -- INtOLO4TM TO Il►I�� firizczcos VITREOUS CHINA 4MI" 2'h" i 1lh SPUD �h• MOLT HOLES (11 A" CENTERS) 2629.014 I. SUPPLY TO FLUSH VALVE, FINISHED WALL LINE S.P.S. 25Ve 1eWA•— Se* 14' 7• N •.•- �-•.) O )% enela 51, x"02_ v (NOR 6n 6U I r 4 - 4.5; /04/<' S 75 2$ FINISHED FLOOR LINE I, NO1E TO COMPLY WITH cu.6'" � ‘1-0 ` r • ' FOR SUPPLY RH NAL E. AREA P U 6 MD MUST VERIFY DIMENSIONS SHO YN 1A/1 �Qn � , �1 1 / Thew /huu$.,INO *II$s. s.b1so110chM00orc ., v* t oA.NOtIN /01YbII lC ;uumed V 1 1 r .r^' Y� ,+ y, V l C 10' Wm or Wp0I40dott of WWWJud Pisa 1Al / I . S p $ a52s PEL LF I C PLBG iYIRRYS SPECIFICATIONS TEL 1 .r Ncl.1 -206- 658 -0710 ' Lift /Seat open front less cover) y∎' •it 51.504 Elongated (4 closed front Sarnorilonl lift) 2" Lift /Seats shall be Beneke No. SL502 Elongolcd open front less cover • Hoavy duty Lift /Spat Is Injection molded of high strongth, Impact and chemical resistant polypropylene. • Parma-Bumper" feature- Integrally molded (as part of the seat) bumpers are permanent, sanitary and easy to clean. • Solid plastic L Ift /Seal raises seat height by 2" to assist In mooting 17" minimum hoight coda roquiromont. • Matching Self - Sustaining Hinges have Integrally molded stainless steel posts fitted with stainless steel washers and nuts, • White only. SAMARITAN' LIFT/SEATS Health Care! Residential / Institutional l Inciusui / ornrnercial Installations N1du 13.92 13:4S P . n2 �.• 14',•r' -- r� SL504 Elongated SL404 Regular SPECIFICATIONS Lifts shall be Beneke No. i I SL404 Regular closed front L.I SL504 Elongated closed front • Hollow core, chemical resistant plastic lift raises height of bowl by 4•/2 ", • Hi -Risen heavy-gauge stainless stool hinge bracket raises lift a full 2" away from bowl for easy cleaning. • Mounting bolls, washers and nuts aro non• corrosive slolnless steel. • Porrria-Humper" feature- Integrally molded (as part of the soot) bumpers are permanent, sanitary and easy to clean. • Sanitary inner rim dosign•dirccts all moisture Into tho bowl and prohibits moisture flow to the out - side rim. • SL404 Samaritanv' lift will accommodate all Beneke regular seal models. (Seats sold separately). • SL504 Sarrraritani) lift will accommodate all Beneke elongated seat models, (Seals sold separately). • While only. ' Tranoamorica Insurance Co LO O cq co T A Service of Transamerica Corporation Filed for Record at Request of OGDEN, OGDEN & MURPHY Name 2300 Westin BTdg., 2001 Sixth Ave. Seattle, WA 98121 :. 1052 D City and State. ._.a: t 6 1 . 1 Lu 85/12/19 R `' '_ RECD F 5.00 ; 6L • V J \r THE GRANTOR forand in consideration of Ten Dollars ($10.00) and other valuable consideration in hand paid, conveys and warrants to City o f Tukwila, a the following described real estate, situated in the County of Washington: un OD M GT W STATE OF WASHINGTON, County of Statutory Warranty Deed Rickey L. Croissant and Linda L. Croissant, husband and wife sa. vs— King SPATE OF DEPT. OF OECIFIL• _. REVENUE " - On this day personally appeared before me to me known to be the individual described in and acknowledged that 1:4 gw signed the same as uses and purposes therein mentioned. GIVEN under my hand and official seal this 18"t`'` da of T H133► ACE RESERVED FOR RECORDER'S USE. 0 LU C (%) C, municipal corporation THE EAST 100 FEET OF THE NORTH 127.4 FEET OF LOT 11, BLOCK 1, COLEGROVE'S ACRE TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 85, IN KING COUNTY, WASHINGTON. „ n Conveyance � � tax •r a F. /y / �, 4 l 7 R 0 P13.108B8 Dated this day of pp C e m • �iL�lGz_ (20/., �a e A KING COUNTY NO EXCISE TAX DEC 191985 E0656347 Form 457- 1 -REV who executed the within and foregoing instrument, and ,eve free and voluntary act and deed, for the a , State of Notary Public ie aadjor t State of Washington, residing at *.►:*45.00 55 r � TICOR TITII INSURANCE OGDEN, OGDEN & MURPHY Ul 02300 Westin Building 2001 Sixth Avenue C r‘ Seattle, WA 98121 for and in consideration of TEN DOLLARS ($10.00) AND OTHER VALUABLE CONSIDERATION T") r~a fwt 0E09 9 3.4 3 f H '85 BY THE. i _ ' :. RECO■OS • • ;OS • KING + t I + i UM 551 - a HS Filed for Record at Request of AFTER RECORDING MAIL TO: THEGRANTOR TIM I. POPEJOY and LINDA L. POPEJOY, husband and wife, in hand paid, conveys and warrants to RICKEY L. CROISSANT and LINDA L . CROISSANT, husband and wife, • the following described real estate, situated in the County of King , State of Washington: THE EAST 100 FEET OF THE NORTH 127.4 FEET OF LOT 11, BLOCK COLEGROVE'S ACRE TRACTS, ACCORDING TO THE PLAT RECORDED IN 11 OF PLATS, PAGE 85, IN KING COUNTY, WASHINGTON. BY (FULFILLMENT) Statutory Warranty Deed This deed is given in fulfillment of that certain real estate contract between the parties hereto, dated November 12 , 1980 , and conditioned for the conveyance of the above described property, and the convenants of warranty herein contained shall not apply to any title, interest or encumbrance arising by, through or under the purchaser in said contract, and shall not apply to any taxes, assessments or other charges levied, assessed or becoming due subsequent to the date of said contract. Real Estate Excise Tax was paid on this sale or stamped exempt on L Dated th / day of C 2M �c r ",)• �g� By ... 1"'' �/� ti .... BY By ' ... By STATE OF WASHINGTON COUNTY OF On this day personally ap ared before me \ /IQ'. PO to me known to be the individuaiidescribed in aal who executed the within a d foregoing instrument, and ackgqo��wledged that .... signed the same as ZFi11,t..`.. free and volu tary act and deed, for the uses and purposes therein mentioned. - GIVEN under my hand and official seal t is .1...1:. v‘ day of ...a.C.JtIY"^- C.— 19 . Notary PtrMiE in pd for the State of Washington, residing at Corn m • t' Lf '�/ " b 6 LPB No. 11 ss _.61. .Z C"-7.:1Y STATE OF WASHINGTON COUNTY OF } s , Rec. No. 111051 D 5.00 *►I =* *5.00 FORM L58F (3-84) 1, VOLUME On this day of 19 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and to me known to be the President and Secretary, respectively, of the corporation that executed the foregoing instrument, and acknowledged the said in- strument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that authorized to executed the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington, residina at r ' TICOR TITLE INSURANCE t■ Filed for Record at Request of AFTER RECORDING MAIL TO: OGDEN, OGDEN & MURPHY 2300 Westin Building 2001 Sixth Avenue Seattle, WA 98121 CV �' 0 THE GRANTOR JOHANNES A. FROYEN AND LILLIAN E. FROYEN, husband and wife, forandinconsideration TEN DOLLARS ($10.00) and other valuable consideration 7 in hand paid, conveys and warrants to TIM I . POPEJOY and LINDA L . POPEJOY, husband and w the following described real estate, situated in the County of King , State of Washington: By This deed is given in t eat of that rtain real estate contract between the parties hereto, dated April 21 , 19/ 5 , and conditioned for the conveyance of the above described property, and the convenants of warranty herein contained shall not apply to any title, interest or encumbrance arising by, through or under the purchaser in said contract, and shall not apply to any taxes, assessments or other charges levied, assessed or becoming due subsequent to the date of said contract. Real Estate Excise Tax was paid on this sale or stamped exempt on , Rec. No. Dated this By . �t LPB No. 11 BY THE EAST 100 FEET OF THE NORTH 127.4 FEET OF LOT 11, BLOCK 1, COLEGROVE'S ACRE TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 85, IN KING COUNTY, WASHINGTON. 16th day of December, 1985 By STATE OF WASHINGTON COUNTY OF .Wbtatt;Qltl } On this day personally appeared before me John and Lillian E. Froyen s to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that „they signed the same as Khe.x free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal 'his 16 day of December 19 Notary Public irtgrf$r t b8Tye Washington, residing at Retittatiaseaves Om 19 3 43iN15 BY THE. M OF RECOP' ; JiS KING i!■ i t C STATE OF WASHINGTON By SS to U, / 9 I+ 1050 FULFILLMENT) H5L * ** *5.00 FOI I.58F 0.84) • Statutory Warranty Deed - COUNTY OF On this day of 19 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and to me known to be the President and Secretary, respectively, of the corporation that executed the foregoing instrument, and acknowledged the. said in- strument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that authorized to executed the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington, residing at REVENUE STAIVIS 225.00 WALL SCHEDULE WALL 'TYPE BAIL! • WALL A 4" 2-0" NO KEY #4 WALL B 6 3'-8" NO KEY #4 WALL C -12" 4'-0" 12' #5 WALL CI 1'3" 4'-3" 1 'L-3" #5 WALL E 5'-O" 1! —9" #5 WALL F 2'-4" 5' .15. SEE DETAIL s. (L/C —1) SHEET C-;.4: 471"At .7 foster park retaining wall profile .B.9ILI NO KEY # NO KEY #4 12". #5 1 1' -9` #5 #5 FOSTER PARK RETAINING WALL PROFILE SCALE 1" = 20' -O" Februa ,,,a `. 993 File: 91 -9126 Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Attn: Dave Larson Project: Foster Park # 84 -PK19 S. 139th St. @ 53rd!. S. Permit Number: 1. In Place Density Testing 2. Reinforced Concrete E hNG LAE3DRAT®RY INC. This is to advise you that special inspections are completed on the above referenced project: The following inspections were required and copies of all inspection reports have already been forwarded to you. All work inspected conformed to Tukwila Building Department approved plans, specifications, Directors Rule, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated November 7, 1991, number 6552. Sincerely, A.A.R. TESTING LABORATORY, INC. DWBE Certified D2F4708231 Nationally Accredited Laboratory FEB 1 21993 C_7F1 �•J I cc: City of Tukwila -Scott Thomas P.O. Box 2523 • Redmond, WA 98073 • (208) 881.5812 • FAX 881.5441 1413 Fraser St., Bldg. H, Suite 103 w Bellingham, WA 98226 .a (206) 671-6430 • FAX 671.6563 FAX (206) 3834718 JUSTUS FISHER ENGINEERS, INC CIVIL and STRUCTURAL ENGINEERING ATTENTION S' 17 ewn (gag G/ <3 5 a.. 5 .A PROJECT ot .E .2, SUBJECT Er-9i "ft "2-C7 824 a. 28TH STREET TACONIA, WASHINGTON 98409 P 01 RECEIVED SEP 1 8 1991 TRANSMITTAL T4:1440/0—A PUkst—IG WORI4 S JOB # DATE / J5e1 YOUR APPROVAL 1' 1 NO EXCEPTIONS I 1 EXCEPTION AS NOTED I 1 REVISE AND RESUBMIT • COPIES •4/21. A- ss e-tc- 7Et. (2OO) 272.3099 scott moore retaining wall profile DA/ ` c — �� FILE NO a /2-4 PRQlG < fi, E `EIN6. L, ADORES NOV 0 51991 BLDG. PERMIT �' 7 r� -� ' �� - OWNER TUKWILA PUBLIC w W EAT E i TEMP �/ AT AM AT PM ENGINEER ARCHITECT g 2C CONTRACTOR • TO: ATTN: W INSPECTION PERFORMED: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 • LOCATION(S): a /9Z *FIELl7 REPORT 6 () - 7z'1<Ci %�' c-o ' ,Dore 4',30tD Soc17/ce . RESTEEL TzLCONCRETE 0 MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER " '�7 MIX NUMBER 6 -3-6 / CYLINDER REPORT NUMBER SLUMP ,-- AIR CONTENT 09-- /9 ' PRIOR REPORT N2 5293 FR O FOOTINGS 0 AUGER CAST PILING O SLAB 17(... WALLS O COLUMNS O OTHER /4.7/./. 0:3 CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH 5&' NUMBER OF SAMPLES CAST TOTAL CU. YDS. PLACED / CONCRETE TEMP. ` ' TIME " ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES 0 NO 0 SEE BELOW - ° ' // Date or Plan Number REMARKS' COPIES TO: D+ Ti le-u); INSPECTOR. /1-g/C 10-31 -cW A.A.R. TESTIN LABOR TORY, INC. SIGNED. i"? �' DATE / Akii. /99/ FILE NO. 9/ -9/.2.6 PROJECT Q ADDRESS BLDG. PERMIT NO. &788 - (,70 5 OWNER WEATHER p tl . 57' TEMP . / 4t AT AT 9.'3aM PM ENGINEER ARCHITECT CONTRACTOR TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ` 7 /7 Cc /u4JJ/G.4 ATTN:. 1.0 7 / / 4 & 6 3 o O .SocrfAceafCs- kus /a. -� INSPECTION PERFORMED: • RESTEEL CONCRETE CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER 9Ple LOCATION(S): }FE-r 1,A)6 1.1/4) (,C/, CeD,+e/l ale . SUPPLIER 57.v.06 Lo Ay MIX NUMBER CYLINDER REPORT NUMBER 476 7 SLUMP 5 " AIR CONTENT CONCRETE 0 GROUT 0 MORTAR D SIGN STRENGTH Z 5219-0 NUMBER OF SAMPLES CAST 3 - 4X /Z TOTAL CU. YDS. PLACED ZZ I /Z- CONCRETE TEMP 44 G TIME 9; 30 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES 0 NO 0 SEE BELOW R EMARKS' ,O11 ■leK'e 4A' tG /, 'Orel) COPIES TO: 7 T 4 FIELD REPORT I//A- 2 A4 INSPECTOR. A.A.R. TE SIGNED' PRIOR REPORT .5. -95 FR O FOOTINGS O AUGER CAST PILING O SLAB AC WALLS COLUMNS O OTHER Date or Plan Number /'.ke/77 4A/ /C l�4 )/ TING L ORA N° 5563 RY, INC. DATE /--� — 71 FILE NO. , / - 9/ a4 ‘ ' f e){ P ECT � �o o 7 / e,r ADDRESS S _0, BL P ERMIT NO. OWNER 'WEATHE TEMP L AT T ,� A �; PM S (� ENGINEER ec ARCHITECT CONTRACTOR A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: r , 74 P ATTN: S� 30o So -I c�.rrfe� / / u k-w1 /ate 98 id I /TEEL CTION PERFORMED: CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): /*7 2 Z SUPPLIER C' j is Nt 9� MIX NUMBER 575 J CYLINDER REPORT NUMBER (! SLUMP __ AIR CONTENT FIELD REPORTS N_ 6551 PRIOR REPORT FR O FOOTINGS O AUG CAST PILING O B WALLS O COLUMNS O OTHER QJ O GROUT 0 MORTAR DESIGN STRENGTH f a a NUMBER OF SAMPLES CAS TOTAL CU. YDS. PLACED CONCRETE TEMP 9© r TIME ; 3 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. 0 YES 0 NO 0 SEE BELOW REMARKS: 9 �a '7-z_' (t Se vex COPIES TO: t OWNER 0 CONTRACTOR 0 ENGINEER 0 ARCHITECT O BLDG. DEPT. 0 OTHER INSPECTOR' 1 A.A. SIGNED. Date or Plan Number ESTING LAB . RAT?`'' , INC. DATE FILE NO PR ECT 44._ r dv` So/ ILPr-i ADDR ESS _ C3 BUN, PE N OWNER WEATHER TEMP L 5-- V AT AT ?,44 -'1 ENGI EER .?-` 5746V7.- ARCHITECT CONTRACTOR , TO: ! 9- 70 /,�- �.-Y,1 10 S ou ,(een-fe.- Tu kw,la, I was , ATTN: INSPECTION PERFORMED: PJ RESTEEL O CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): SUPPLIER 5ld 7.# MIX NUMBER 575 / f � ' CYLINDER REPORT NUMBER 6 SLUMP AIR CONTENT 17 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 FIELD REPORT. PRIOR REPORT 6552 FR REC LV EID NOV 1 3 ?USLI O WORKS O FOOTINGS O AUGER CAST PILING O SLAB .131..-WHttCS O COLUMNS O OTHER C -eOT RETE 0 GROUT 0 MORTAR DESIGN STRENGTH ,k 0' 0 NUMBER OF SAMPLES CAST 5 Cx o� TOTAL CU. YDS. PLACED a S' CONCRETE TEMP (j TIME 7 . 3 o ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES 0 NO 0 SEE BELOW Date or Plan Number COPIES TO: IB'OWNER 0 CONTRACTOR O ENGINEER 0 ARCHITECT O BLDG. DEPT. 0 OTHER INSPECTOR' A.A.' L BORATU's", INC. SIGNED* CYLINDER report NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 19 zC / /_‘ 1 1 -- 13 7 2--i' CIA / ! y,73 /25Zc c :x./30 ` / �C� / L �r 3 Q s'o .l -y 1cl 31 I2_- 21 / FIELD TEST DATA ;. .g4 3.3 TRUCK SAMPLED TRUCK TICKET NO. TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 8 % 3 0 CA / ! y,73 ARCHITECT WATER 7o s'o TOTAL DATE � -9 7 /0 1-4 � FILE NO. 7/ 7 / PRGUE LOCATION _ / .4r ' 5 � /v . kt. BLDG. PERMIT • 4 7;2 - 7i OWNER TEMP • a _r6 AT AT i J PM TH �^ ,, ~1 y- 41.* 1� -4 ENGINEER CA / ! y,73 ARCHITECT WATER CONTRACTOR 7- BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT c/7 FA. 7,2,5-. CA / ! y,73 WATER '�' 4 a TOTAL TO: A r .A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 C � f O,J Tiiir4)44 ATTN: PRODUCERS AEA, 7--' PLACEMENT AREA & NOTES MIX NO. CtLINDER REPOR SEE NO EE FIELD Ga dv,L (, 30D GarvTei' R /vd, 1 u4 a%- (Q,4J feal COMPRESSIVE STRENGTH A. SIGNED: N_ 6228 CR CONCRETE: S f p rVp, CENT -7 CU. YARDS PLACED ADMIX J/ D / - /g,1 ° S DESIGN STRENGTH ��/ OQ 0 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1 Lb ( / 1 3 1.0 -30 7 6A J 17� /a8s o 38 yo WATER 1 4-07 l I - Z/a 6 1 6 a 9•?o 1 fof3 , 11 -20 z 8 /73/00 4,12..z) FIELD TEST DATA TRUCK SAMPLED 3' 7 `1' TRUCK TICKET NO. " 3 Z e lJ TIME SLUMP "FAIR UNIT WEIGHT YIELD CEMENT TEMP. AIR FACTOR LONG CA. 17� WATER 7-- TOTAL DATE P 3 -. 9/ / FILE NO. _ iz6 Q 1 PROJECT . .e'r7;,/ P/q LOCATION 5.I3q 6 '3' P4 401 }. 71�7 '3 OWNER W�� VV C14e./a.f 7 TEMP // // V AT `O AM ` AT PM ENGINEER A HITECT �j� -7J • //�C90AVEE CONTRACTdR v �. /Z ay 4'/Tr e?-,N •?-- BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT by FA. CA. 17� WATER 7-- TOTAL TO: ATTN: e, P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 30o 5orrtl1(erri-pr. Blvd. MIX NO. --( COPIES TO: C.. t'tt C2 i 774,i I la- Z.D -9/ -3/ -c /1 C LINDER REPOR SEE REPO NO. CR A.A.R. TESTING LABORATORY, INC. • COMPRESSIVE STRENGTH N2 4055 PRODUCERS CONCRETE: $ rofi G ti CEMENT ' 15 `' CU. YARDS PLACED JO AEA. O. ? (1'971 y p 3 ADMIX. CAC12 x DESIGN STRENGTH PLACEMENT AREA & NOTES ✓ . a C. . 4r2 1 )d7_C 71�:K / P �y �D / ✓ ;�T/LDprt -r / _ INSPECTOR: A.A.R. T SIGNED: ABO;y TORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 2 I /9--7.1 10-2- q 7 6x. 1-2,. WATER "; 00 2. 7 5 5 2;32 .�' it-I ze /67/00 1 5360 5 'i3o l '133 l 1 -1 Z S i FIELD TEST DATA TRUCK SAMPLED ..3 7- Cl TRUCK TICKET NO. 33,2_ 66, TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 5.2s j�r4 WATER 2_ yo 5 5 7( .�' DATE /a -2/ y/ FILE NO. 9i -5'/z0 R -__RiC J 9 A PR ECT � c �t K ; LOCATION s /2S ,s7 r' cc-c: 4.06, .S' BLDG. PERMIT O. b 7 83 �ti OWNER WEATHER f,�� ?C,4 -s I TEMP AT 9 %/O AM ...rL ' AT PM ENGINEER 7?/ - f kS/!r_'72 ARCHITECT ,734ttc. > .7-2-----4=75- I' .g-s sa w. CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN W_FIGF TS si 7 % MOIST ADJUSTED WEIGHTS CEMENT FA. / . CA. l WATER 2_ yo TOTAL • C LINDER REPOR (II REPORT NO. A.A.R. TESTING LABORATORY, INC. SEE FIELD P.O. BOX 2523 REDMOND, DWB CERTIFIED RECEIVE RECEIVE (206) 881 -5812 FAX (206) 881 -5441 TO: -2—'T p/ i LG-4eC0/ /.t-.f4 ATTN: �env .4 2'/-.vn s 89 MIX NO. 3"So COPIES TO: PRODUCERS ., AEA. ' 43- PLACEMENT AREA & NOTES CONCRETE: 7ratr! t, 0 TukU.JI 1 .ir\vvILA PUN ,.. WORKS //.76-9/ 10 -e i) NOV 2 6 1991 COMPRESSIVE STRENGTH CEMENT ADMIX CAC12 CU. YARDS PLACED 7-S DESIGN STRENGTH - S.--6 a L P SIGNED: % A.A.R. ESTING LABORATORY, INC. N2. 6019 CR CYLINDER NUMBER DATE MADE DATE TESTED - 11 - g' I( -Z? AGE DAYS 7 '? SIZE x'2 WEIGHT TOTAL LOAD / STRENGTH PSI -3.5-9 7 /cr'7 SET NO. /69/ /z BLDG. PERMIT NQ. 9 /93 WATER 8-Z7 g TEMP ../-e) AT I AT GAM PM ENGINEER ARCHITECT CONTRACTOR DATE Ag® 9 / FIELD TEST DATA 7 TRUCK TICKET NO. 333 7,? 6) TRUCK SAMPLED .;Z TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR BLDG. PERMIT NQ. 3 OWNER WATER ,NYC; WEATHER ,iCf TEMP ../-e) AT I AT GAM PM ENGINEER ARCHITECT CONTRACTOR DATE Ag® 9 / FILI NO. ( - 9( ZG DESIGN WEIGHTS PROJECT ADJUSTED WEIGHTS CEMENT 3/7 LOCATION FA. /v�72' BLDG. PERMIT NQ. 3 OWNER WATER ,NYC; WEATHER ,iCf TEMP ../-e) AT I AT GAM PM ENGINEER ARCHITECT CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 3/7 FA. /v�72' CA. , /f WATER ,NYC; TOTAL WLLNDER REPO SEE FIELD REPORT NO. A.A. ESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED ' (206) 881 -5812 FAX (206) 881 -5441 TO C t crc- Tu�w' ATTN: S C-01- IAA 1 `� 1.001- e, Lo 3co Sou.+4.c..e 4-er- t iVC J Tl� wkLc cic 1353 PRODUCERS / AEA. l< <' PLACEMENT AREA & NOTES 3 5 , COPIES TO: MIX NO. SJ C / COMPRESSIVE STRENGTH. CONCRETE: Ark`= ee/ V. CEMENT 1: ADMIX /00-. / r % CAC12 ' ' % INSPECTOR: 4> ; 0* Wtk A.A.R. ESTIN_ BORATORY, I — 8 I SIGNED; i. 5745 CR • CU. YARDS PLACED / STRENGTH G CT" e"- CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 2. 0 - (I i' 7 1(-14 ( 1 - - 5 WEATHER TEMP AT 9 15 ,7 O r ..4 ., 2.-0 y 2. ENG EER � ' TOTAL ARCHITECT CONTRACTOR 7:!,1 FIELD TEST DATA TRUCK SAMPLED TRUCK TICKET NO. 3 3i...), 8cX TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR WEATHER TEMP AT "� A M ' ENG EER � ' TOTAL ARCHITECT CONTRACTOR 7:!,1 DATE h FILE N�� � /‘1 � P T LOCATI • // ' ADJUSTED WEIGHTS v PERMIT O. q OWNER / 25V WEATHER TEMP AT "� A M ' ENG EER � ' TOTAL ARCHITECT CONTRACTOR 7:!,1 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS Y, MOIST ADJUSTED WEIGHTS CEMENT �[ 7 FA. / 25V WATER TOTAL TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED ' (206) 881 -5812 FAX (206) 881-5441 C o Ste! cwt, 2 /v .e. PRODUCERS CONCRETE: AEA t 2r PLACEMENT AREA a NOTES 6. 0 6 COPIES TO: MIX NO. , S e.irf r, )-r (I LINDER REPOR SEE FIELD REPORT NO. COMPRESSIVE STRENGTH EMENT No 5719 CU. YARDS PLACED CR c2 5— DESIGN STRENGTH S )/¢7/ ' SIGNED: A. ��' . TESTING ABOR ORY, INC. �' k °71 ti ;• 0042.120090 EJT /ko 12/19/85 PROPERTY: CLOSING DATE: PURCHASER: SELLER: CLOSING STATEMENT - PURCHASER'S AUTHORIZATION THE EAST 100 FEET OF THE NORTH 127.4 FEET OF LOT 11, BLOCK 1, COLEGROVE'S ACRE TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 85, IN KING COUNTY, WASHINGTON. Commonly known as : 13919 - 53rd Avenue S., Tukwila, Washington December 18, 1985 City of Tukwila Ricky L. Croissant and Linda L. Croissant, husband and wife ESCRuW AGENT: ugden, & Murphy PURCHASE PRICE: $ 55,900.00 TO BE PAID AS FOLLOWS: SELLER'S COSTS TO BE PAID FROM SELLING PRICE Revenue Stamps Title Insurance Recording Fulfillment Deed Fulfillment. Deed Escrow Fee and Document Preparation Underlying Real Estate Contract P opejoy /Croissant (of which $9,915.02 will be used to pay off the Froyen /Popejoy Real Estate. Contract) TOTAL $ 112.00 388.44 5.00 5.00 -0- 44,501.42 45,011.86 Don Williams December 19 1985 Page 2 BUYER'S COSTS: Purchase Price Recording Fee Warranty Deed Escrow Fee Prorated Real Property Tax of 1985 (December 19, 1985 to December 31, 1985) Messenger TOTAL $55,900.00 5.00 772.50 24.57 20.00 56,722.07 Funds in Escrow Agent's Account 56,000.00 BALANCE DUE SELLERS ($55,900.00 - $45,011.86) = $10,888.14 BALANCE DUE ESCROW AGENT FROM BUYERS $56,722.07 - $56,000.00) = $ 722.07 It is understood and agreed that all equipment, fixtures and personal property included in the sale of the premises involved in the Closing have been paid for in full and that there are no outstanding liens, contracts or leases affecting same. It is further understood and agreed that an Escrow Agent shall have no responsibility with respect to the title to said personal property or fixtures or security interest in or liens against, said personal property or fixtures, or charges for installation for •service for utilities, personal property taxes or sales tax. The Escrow Agent shall not be responsible for paying of utilities of any kind or nature. Any adjustments for such utilities, unused fuel, gas or electric bills will be directly between the Purchaser and Seller. It is understood and agreed that the execution of any document will be considered approval thereof. It is further understood that this Closing Statement is subject to audit and should there be any errors or omissions they are to be corrected, and if monetary error is discovered, it is to be assessed and immediately collected from, or refunded by, the party or parties liable therefore. The undersigned, having read the above, agree that these Don Williams December 19 1985 Page 3 figures are . accurate and hereby authorizes the Escrow Agent, Ogden, Ogden & Murphy, to act in accordance therewith, and upon recording a: Warranty. Deed .conveying Sellers' interest to Purchaser, and a final indication that title of this property is vested in Purchaser and free of all defects and encumbrances except as agreed, to disburse the above - indicated balance due to Sellers. DATED this _ j 9'` day of Lloc e . , 19 dtr CITY OF TUKWILA, PURCHASER �, EASE AND OPTION TO PURCHASE ER the City of Tukwila, referred to herein as the "City," and South Central School District, formerly known as King County School District Number 406 and referred to herein as "District," desire to allow the City to use a parcel of real property owned by the District for recreational activities; NOW, THEREFORE, IT IS AGREED by the District and the City that the District does lease the following described real property to the City, subject to the terms and conditions of this agreement: SEE ATTACHMENT A FOR LEGAL DESCRIPTION. TERMS AND CONDITIONS 1. The term of this lease shall be for a period of one (1) year, beginning January 1, 1982, automatically renewable annually unless either part desires to terminate the lease. Notice of intent to terminate shall be given sixty (60) days prior to the declared termination date. 2. RENT. Rent for the term of this lease shall be at the rate of $1.00 per year, payable on or before January 1, 1982 and on or before the first day of.January of each year thereafter. 3. USE OF PREMISES. The City shall use the premises for recreational activities. No other use of the premises shall be permitted unless the written consent of the District is first obtained. 4. IMPROVEMENTS. The City shall be intitled to.make any improvements to the premises including the construction at its own expense or at no cost to the District recreational and convenience facilities, rest room facilities and landscaping. All such improvements must be approved in advance by the District and must be for recreation purposes. At the termination of this agreement, all improvements, at the option of the District, shall become the property of the District. 5. Lessee shall within six months of the execution of this Lease and at its expense cause a survey to be made of the above described property or varify the accuracy of the described property for the purpose of accurately locating corners and boundaries. 6. The Lessee shall repair or replace as necessary any underground utility lines, water pipes, storm and sanitary sewer systems on the premises that may be damaged, interfered with or disturbed by Lessee's use and occupancy of the leased premises. 7. Lessee shall pay any and all utility assessments or claims against said property levied upon said property during the term of this Lease. 8. PRIORITY OF USE OF PREMISES. The City and the District agree the premises can be used for schoo purposes when the District requires use of the property for recreational purposes. 9. SUBLEASE. The City shall not sublease, assign or transfer any interest in this ease without first obtaining the written consent of the District. As used herein, the term "sublease" shall include rental agreements and use agree- ments with third parties. 10. DEFAULT. , the City has defaulted in th ,eiTormance of any of the conditions of this lease, the District may terminate the lease upon the giving of thirty days written notice. If the City fails to cure said default within the thirty days, the District may, at any time after the expiration of the thirty days, terminate this lease upon written notice of termination. 11. LAWFUL ACTIVITY. The City agrees all activities conducted.by the City on the preen ens s shall be in accordance with any applicable state or local law. 12. NONDISCRIMINATION. No person shall be denied, or subjected to discrimination in receipt o t e benefit of any services or activities made possible by or resulting from this agreement on the ground of sex, race, color, creed, national origin, age, marital status, or the presence of any sensory, mental or physical handicap. 13. HOLD HARMLESS. The City agrees to protect and save the District, its elected and appointed officials, employees and agents harmless from and against all claims, demands and causes of action of any kind or character, including the cost of defense thereof, arising in favor of the City's employees or third parties on account of personal injuries, death or damage to property arising out of the premises leased by the City or in any way resulting from the acts or omissions of the City and /or its agents, employees or representatives. 14. INSURANCE. The City shall obtain and maintain public liability insurance and otTer insurance necessary to protect the public with limits of liability of not less than: $1,000,000 combined single limit for both bodily injury and property damage liability. In the event the City obtains additional insurance coverage above this amount, the District shall be included in any such additional coverage. The District shall be named as an additional insured under any coverage and a certificate of insurance shall be provided to the District. 15. MAINTENANCE. The City shall keep and maintain all improvements on the premises and the premises itself at its own cost in a state of good repair and safe for use and occupancy. 16. Lessee shall have the first right to purchase the leased premises in the event the property should be declared surplus by the Lessor school district, upon payment of the fair and market value as determined by a competent MAI appraisal, less the value of any improvements placed upon the leased premises at the expense of the Lessee. The total value of the premises and the value of said improvements shall be determined as of the date of purchase. IN WITNESS WHEREOF, the parties have caused this lease to be executed by their respective officers this T( of la.c,e% , 1982. CITY OF TUKWILA SOUTft CENTRAL SCHOOL DISTRICT By: .dhn J. Fbtheringham, ecretary to the Board STATE OF WASHINGTON ) ) COUNTY OF KING SS 1 On this aA day of 1982, before me, personally appeared John J. Fotheringham, the Superintendent of Schools/ Secretary of the Board of, the corporation that executed the foregoing instrument and acknowledged said instrument to'be the free and voluntary act and deed of said corporation, for the uses and purposes therein men- tioned, and on oath stated that he is authorized to execute said instrument. Witness my hand and official seal hereto affixed the day and year in the certificate above written. ONAri*:, a otar 'U• lc in an or STATE OF WASHINGTON SS COUNTY OF KING ) .. .. .. u - ,.,� .. . ... . '/ On this /Oh day of `7/j�G_,rc,d , 1982, before me personally appeared Frank Todd, Mayor, of the corporation that executed the foregoing instrument and acknowledged said instrument to be, the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute said instrument. Witness my hand and official seal hereto affixed the day and year in the certificate above written. Notary Public in an for the State of Washington, residing at Tukwila • Lot 9 ATTACHMENT A Lot 1 and 1/2 of Lot 12 The east 74 feet of lot 1, and the west half of lot 12,'Block 1, Colegrove's Acre Tracts, according to plat recorded in volume 11 of plats, page 85, in King County, Washington. 1/2 of Lot 12 North half of the east half of lot 12, Block 1, Colegrove's Acre Tracts, according to plat recorded in volume 11 of plats, page 85, In King County, Washington. The south half of the east half of lot 12, Block 1, Colegrove's Acre Tracts, according to plat recorded in volume it of plats, page 85, in King County, Washington. Lot 2 and Lot 11 East half of tract 2 and all of tract 11, Block 1, Colegrove's Acre Tracts, according to plat recorded in volume 11 of plats, page 85, in King County, Washington, EXCEPT the east 100 feet of the north 127.4 feet of Tract 11. Lot 3 East 74 feet of Lot 3, Block 1, Colegrove's Acre Tracts, according to • plat recorded in volume 11 of plats, page 85, in King County, Washington. 1/2 of Lot 10 North 1/2 of lot 10 in Block 1, Colegrove's Acre Tracts. 1/2 of Lot 10 The south half of lot 10, Block 1, Colegrove's Acre Tracts, according to plat recorded in volume 11 of plats, page 85, in King County, Washington. Lot 4 East 74 feet of the north 77.4 feet of lot 4, Block 1, Colegrove's Acre Tracts, according to plat recorded in volume 11 of plats, page 85, in King County, Washington. Lot 9, Block 1, Colegrove's Acre Tracts, according to plat recorded in volume 11 of plats, page•85, in King County, Washington EXCEPT the south 70 feet thereof. ATT� ? I � V 121 EN Cover Sheet -1 Grading & Paving Plan C -2 Field & Stbrfn Drainage, (Sanitary Sewer & Denies Domestic Water C -3 Sec tons C -4 Detail: C -5 Details C -6 Details M -1 Irrigation Plait M-2 Irrigation Details L -1 Planting Plan A4 Res troo`� P'1 t t . yin a 5, ��le�a�oits � .Dotes A -2 tro n i ,d �s �, �'l umlbil�ng & �leetrg�.al l'la.ns �ecti+� � Details Ele.�t-iel Plan Mayor- Gary 's I�►�aser Director cif 'arks & Recreatio l Don yV ili ms hec Ci Public Work - .0 ss a.rnst City Engineer -2.on °areron '.E D R ob e rtson, Pret.. ]amt S I;a.rence Joe ..ff ie Claren ori a: :1a Ekberg J ohn Rants Joan Hernande F . .. Y•s. ,�?/.. fa-. "r/ 1� p . .�. '!� ,f �: ;;,�i'i�S. '+4. {, ''^,� ''.Ii 4t' -l� � Sl) gk,ar f.. Y� .��.:,. Yq4 ¢ c� 11111111 �I 1 11 1 11{ 11 { 111 11 1111 �� 1 1 1 11 4 1 L r 1� 1 f Ir 1 rf 1 i I �. � 4 f , �: ��, 1�1 , i �� �� . ��� ; �P����, Iiy y �... > 9 10 1 1• ►4WEM8ERWNY 12 N -m: Yf.' the' taicrofilmed document is less clear than this notice, it is due to the quality of the original doturaent. oc 6z Lz ; .pz ez ie pZ $G 91 L 9G St W vt trt �� u ► kil ���l���r�til�i� �t ►Ri��� I ��11d ii��i�r�i �ii�i�����it��lii�������i��i��i �f'� 1 ii l i u.:. :., � _.,. >� a :.. _... � �l .r ll�l l 1111l 1.1 Illn��lli� .! .e ,:. i -.T ),. ,.. x.: � -. ,. f,.. 4:..,.,ry "Y.'r.,.- ,. w :. .:., - r. ,: . , .{. „•r,. .. r t ..4 .'.S!_.. ... 1 +. .. n,. �1 y.. .- .., ...,. 1 1 1111 X111 �r CITY O KWILA ose h Foster p ti ]PROJECT ]COCA' 'SON • FOST `1R BARK AD DIT I O N 144th S t. :'•139t6 Si, a . , ��. x c"'". 4! ria�w '1,•?�.nuc :'y,'",ra.y�••v:i:.! 141tb St. w, C S. 152nd St. RECEIVCD O1�"fi1:1l��iR AUG ' 1'5" " ' 1 9M PER IT CE iTE l R FILE COPY I understand that the Plan Check approvals are 3object to errors and °Missions ar'd approval Cl Mans does not aWt prize the t; iniavon el any adopted code or ordinance. Receipt of contractor's copy of appr veci plans acknowledged. bete Ig Pernilt N.o: 4� .�,. •;S ffi field bk rf R JCE Ii gES & . ASSOCIATES 2 22 Cast 26th'St•eet,` 202 TactlYia,`WA '9842 °1 (206) 627 -7947 M6I ft BM T. etertigESINIEIERING.STREETS WATER em n.pA&.K9rBUIL1 bi l • 7p /2 '^ }_i, ap 41S'r!:%F4w!*+s.tiSY + rYr *agxsx*ys Nu7.saA*:•axart > CONCRETE PAN/ BACKSTOP Sc SEA'T AREA WI-HEhI.CITAIR RAMP rn•:ereaa � ^J4Ah�'i T %ice 70,- -:rat A/ FIXED PICN TABU Y of . f ' !• 111 1111111 11111111 11 1111 111111114141r flip '11111 , 2 ' 3 4 5 - r' NOt E: If' the uiicrof1I ed; docwwelnt ix .less c.l.ea7r 'than this -t, notice, it is dUe to, the quality of the original docuiuent. '7e, Z� 12 '' OZ 9t GI 4 71. et �t ll Ql 11(110i bit 111101 11 i1ll .1l1 11111111111 � ET 11 � �fiii 1(llitil lll!!I f !Jill)!!! )!!! 111trfl light►1i il101111111i111,0thill r.'..�rr'`. _...,. ,' ^.,.'';<.rlr5.., a, Y'Y� ,.;ur'. ?•.2 r...e :4., ".�,� : . ..r . -, '. <r[. .. fo..: ;' :9'.1 :_... .rv._ � � '�.r. -.i.. x.N...ec_,....... r.+. 1 . • 11 111111:1111I1111 I 11111111111 )•To 11 MADE w4ERMAifr 12 2 t WW I . i1):11011 1 1`� 1 ll i�i111��11��i1�� � 1i �i���ll ra ore*r. v RES PE E C URL ; , RO SI ETS .�. .' �. I ..,NHL., Ij I .� cum r', 1 A 1 & A -2 C �e N "° e,' X/+0TI/4l6 f =7�7 � ,ne Vg'14 > ; -- 7 e 72` P 5 'W F_ - 7 F �V 1Cf= Frjort /Sr dinienfai tin S'onirnl Nolec t A'sprittirentgtton pond anti silt fence are in place at the sit„ low, ,All Sion and sediment faacilll s shalt .be maintained in a stisfact cortst ': „All such time that credring,arnt/4Sr coIIYtrsktion is 04) rpletRd -and polenti fur on•site erosion has passed. The'irnplementation, mainten.utce, replacenicnt, and additions to erosion/sedimentation control system shall be'ihe :etponsih.lityof the Contractor. 2. The erosion and sedimentation control system is intended to meet the minimum requirtmen(°to meet a!L.ap.rect "site conditions ' As construction progresses and unexp:ceed or seasonal condo ins dietale. the Contractor should anticipate that more eriision and .sedimentation control facilities will be necessary w. insure complete siltation control or the srte,, faring the course of cunstrucrron, it shall be the obligation and responsibility of the Contractor to address any new conditions that may be 'created by his activities and to provide additional facilities, over and atove'those existing, as' may be` needed to protect adjacent propenier- and water quality of the B 6 y receiving drainage system 3. All erosion /scdunentaiion conned 'ponds writi'a dead siorage depth exceeding b inches must have a fence with a minimum", height or ' feet. I30 titIS TAI. rt�NTRQM A layout plan, coordinate points, and calculated coordinates are it the appendix of the specifications. Cdordinate pofihts`" are provided for the property coi BOUNDARY SIIU'WN IS AS S1 SURVEY BX CIIADQW�CK S URVEYING • 'IN° VOL. f2'r'Of SURVEYS, l'AOE 75, KING COUNTY, WA., MARCH`3, 178. i '/`s7%N& / /' CUG BENCH .SLAi3 Proposed cur tours ?' 121• ` - Proposed spot e1eV;ttion c1i'aitsifiilc' :c. Top of curb, Top`,of paving l=ligh "point of ff`iiish' L E`EN`i Existing, Conditioi s :NT 141 rszYr:d i'CA'.1 Fttit`tg'contotir. Exls ing'spot elevation. FILTRAT SWALE c`a it r i ti?<rs (IVY ()FTI�VVIt A Alin 15 1991 PERMfiettiTER STATE OF wA,ii1 GT0N (212: it:i , CRi D LAN kAr// / iTECT i � ALViN B. DEE$ CEiiTIFiCATE NIA 209 -ENGIKIEEFIIIINIG.STREETS WAlrEIR• MIEVVER.IPARK 8 •��otLDIN "�•' BRUCE DEES & ASSOCIATES 222 East 26th Street, State 202 Tacoa, WA 98421 (2O6) 627 -7947 ' etexiMO, • G LZ 9Z ez 4 7e c E 9 I i 1 I "II1 II ( I I i .1 I II 0110 lllllli(I� ii�l II 114 I I ll� l ,if! /%] (s %Z7. OZ et et ' zt et et vi ei t { Iif �I lit�Jill�I ��11t111I �C�I i1 Billlll�i ruthCCC iv • y . t ;. . 1, - ... . ' !. : :1 7 't i l 41 " t ✓ `1 h.' 1 • 1 1 1 1 11 1111 '' i►!ICIII'tl'� p 1 I H11 r i it 11 pill i fr I1I a I I tit '3 4 8 mitt: .- Ix the rictotilraed document is leas' clear than this notice, it is due to the quality of the •original, docnatent. 1 ohfr/a / ti Y. 6 , / 'V2 % X) I ll l lill �l ` ti�Ii, llIlifIIIII�t��IC��� ►1I�I�Y�r�I�tCIilI1ICi(I CB* 106 / /3, zE Iv /N A/ /i /�t/g Derr #7.4,i: CB 105 AT DRINKING FOUNTAIN 2.0.0' e94/7" //q •r • '.'fY �. :,NPs, t ✓ � i A, tv ^.c' ,�r r` • Iill ! 1II I 1 "b 11EWGER 12 CB 109 (CONTROL STRUCTU C -6 , ,ri / /Z. /4!V oar / / Sl IVIELA ---- - .✓icf rt�l t'a'i/Z /1/ GB 1 0? /4V der //� 9° . • GB i 08 (OVERFLOW STRUCTURE) / /w/ / /o7 hf /aae,/r /47 • t11! /D' LEGEND °-- ---- - ” cori'i► ted perforated l teral'tlra�nli ie 6 " &ii i gated co e - .,Gcs `H Type 1 ` B catch basin with 't tdti l grate. ypelicaich basin' with round gitte 4C o Q Control str'u`ctilre. - r'Domestic water. "See note 1 t'below. NOT . Place e water line in e6Trinitin trench' f`d sleevirig' vitl it igatitin`lines:'' See Sheet RECEP/ED art Y OF ItiONILA AUIi 1 1 5 1 i PERMIT CeNTER CITY OF itiliINIUk APPROVED s P 13 1991 AS NOTED BUILDING DIVISION NORTH STATE OF wqS1I 'GTON Rku'i;a �:Ft,CU, LA ._l.Arc, \l CCT Pe tY N `EII!VYC9O0"MlfwoERING-S 6 Pf6o ETS• WA ER. ESEOiiTf4 `.91 °PAPiKB-BU®LOw.fING• BRUCE DEES & ASSOCIATES 222 East 26th Street, Suite 202 Tacoma, WA 98421 (206) 627 -7947 revisions file no scale ' Wi1J date O 16 THSIHCH 1 �6+-' .�.:' •o;4t.&r::l' +' ;' , .T? ' ;v>J - "3=e' -1t' '', 1� ":.rein' " '' i nsat(,' ,; 111p1I1Il11111111i11 i ililli IiIIIIIII!,1111111_,..;:lifilli IIIN .11.I1111111ill1!Il1i11111111 5 _ 6 7 8 9 z 10 microfilmed document is legs clear than this due to the quality of the original document. 06 6e 86 Le 9e S 'he CZ Z lG QZ 6: 8L LL 91 91 t. el et LL Q(, 6 8 4. • 9 S +i F u { I ww O 1111�IliIfllRl�llii� !Iii�Clllliil!�IIll�fill�il 11111! I�II11�IfII�hll�!IlI�IIIII�II!1 Ililltll�Jllli!; {111E! III►!! �I►, 11�l l( 1( 1! �' ��l l� .�illllllll�!III�IIII�IIII�IIII 1111111! �II!'I!I il�liill I i'I I (� ! t I I I it I � I t iiR, l i► i�l�in 11n1 I I�lillll��lnlllilllllll ,llu{ e u wt vd 4 . Chi titC- A.G. PAM/ eve 774 "fir zG ;477a/ a"/IC 4114� 1 /8" = l' -0" T G. V //4 c t yl!__ --_ ,tW/ x,d iar 1/8" = 1 %.0" .V /M • p7N ay 55/..eCrj t0/ -hP e:/✓Aa. • v- gam - - a ,'u...- itzea n=sz 7777e5 I 1 /8" = 1' -0" 1 /8 = 11 4; - -__.— C 4t ; #/ `=,74 5 t ,i-L 8 iPA ////r» CITY OF TUKWILA APPROVED S.1' 13 1991 AS NOTED 81.1!LDING D!V SION RECEIVED OTYOFTIJKWILA Autj 1 5 1991 PERMITCENTER 1/8" = V.0" 1/8" - V-0" STATE OF WASHINGTON REGI;irEREO LAN[ T:CA• tnri f;til rECT ALVIN D. DEES CERTIFICATE No. 209 • 17 e34asexi f. ? taw- .5 Ye g e,g fi t7r-Prz4 -.5 iter-r% /1-417Eiviee. 712 Al-/-„oW ;Air Neff C44 t7-W4/7"G' AXINAAA 1.4"4 0/let •ENGIONEERI NG . STREETE 3- WATER . SEWER•PARKS•BUILDING. by date designed drawn '')t checked pro) eng proj - - - field bkno BRUCE DEES & ASSOCIATES 222 East 26th Street, Suite 202 Tacoma. WA 98421 (206) 627-7947 CONCRETE RETAINING WALL MONOLITHIC CURB & WALK re2P'OP PerAll, F /Ai • BENCH SLAB ;VOL /0 O Afe77 /4/67 c74yriea4 • 377/1 R,//t/P0A _ 2" 71 ,g 4-44 744 1-‘ e /r/a ). //g 12W/ 0,,/e z,-4f•AS .58/0/14V 0 :tat /rre.e. fio.p pre4 orEP- - 5,1at ion 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 .225 . a 2 4M 4" 4 6.0 6" 6 8.0 12'' , 9.0 of 10.0 2 /0 10.5 2 FIXED PICNIC TABLE 145.8 144.8 143.3 142.0 140.5 139.5 139.0 138.6 138..1 137.5 136.5 135.5 134.8 134.2 133.9 133.8 133.5 133.3 132.6 131.5 130.5 129.8 129.4 129.3 3'-6" 4 4%3" 5 1.1•••■•■•■MIC940•11110 Einish Grade 146.0 142.0 138.8 136.4 133.2 131.4 130.0 129.7 129.3 128.9 128.8 128.5 128.3 128.1 rzy.9 127.9 127.8 127.8 127.7 127.6 127.6 127.5 127.4 127.4 No key No key 12" 15" 21' 24" eilar= 6/0 0.2 2.8 4.5 5.6 7.3 8.3 9.0 8.9 9./ 8.6 7.7 7.0 6.5 6.1 6.0 5.9 5.7 5.5 4.9 3.9 2.9 2.3 2.0 1.9 #4 414 45 #5 #.5 414r TO hp 4,e, ,c2v§v&- J aridlAV::5;14544,0sa' A q . frAT lir Irtoi r t .1.1■1114 L. 1 , • • • • t C -1510461e. ea r/ivc.eiivey2 WHEELCHAIR .allra■••••■••■■■• RAMP 1114 I.M.Mpilla r p.b.MISIOOOMMIAMIOMINEMOW (77 es4,4„-eelziEs (7 w/4-7g' -,E;e3c4xi 4/7W 412-7 IV/ 4 ://" r WilEe0 Szoil/V av peew. re, NA/7 ifXR 07,41 16,9771 5./t- 5 car:" go/VP. NTS evezati 6 4c rtiv/449- DRINK j__N_GL E Di TA I pi SCALE: 1/2" = l'-0" PICNIC SHELTER LAYOUT 3 c.„4,499 0 iv 5r/ther cat/PATE,C) /PEACH 341,e,or-Ace. A5cif-441.-7 041 ice f IT , iwirtr 0 tno asaici 1 2 ' 3 / -+ 5 6 .7 , 8 • NOtk: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 114.1■111 MOZIMIR.0 11 .611W-MMI111110111111.1.0mmpaw.10.111M IIIIi1111111111111111111111111111111111111111111111 9 r o 11 >.■AptiNGER) 12 nE 63 9G L 9Z ¶ CZ ZZ to oz 6l 8L LL 91 95 +it et et a 01. 6 8 4 9 c'z +y C v4Z 1 v ` 0 1I I I I 1I II I IIIII 1 IIHWIllitifik 111011 fill 111111,1111111 H1111 111111111 ilb 1 ital,ffillffill iffiliill0111111111111IPOIMINIAIIIIIIIIIIIIIIIII41111116111111111111 111!11111 I I 1 I 1 /Z7E,Sa4P-. ( - Cri/CF= AGt- 5/i _ ../13‘4 07AI:7a:rte.. 5 aitti9. /6'o.e.1 AVM ekS reOzdtisa, Fzexi 4 reAry/ f2.1e4-ekseyg APPP41,451 fit 77, fetilce/4 NTS - 7Y/%c-AL Fi0,7746 H)/zz . //V .577- Cefiv,447 7Z2 /(44VG/77iF 4577E1 Thicizeatc. kv ofiemAr*Asc>ger 4 7??4/V5 6?-10111.1 e" .11&irra .1111111■1111110MIMNIA1 4111•MIN•117.0MIC WINSMISMO• AR11171.111.11/1 or,44 . •Ity. A., -4111" /f " f fleYV/C 7 707 TABLE ANCHOR (7)-12440 4. SCALE: 3/32" = 1-0" 4ef Azsr,e 67.4 6 fc4 7?, -5y* r pot/xi Aeuvi:.. SCALE: 1/2" = V-0" ' way 0//ps az ek-AG k why (tmt.; pr„.449 /-/froa 491.411.- PRT cm,w st/et- c.54/7-654e. PLAN TABLE ANCHOR gell///t/ f& ZaP' 45 7v A illek271 ev RECEIVED eiTY OF Ti IKVVILA AN 1 5 1991 PERMIT CENTER ,2 C-atereF , 6 '9T e-,-1 P5FW TO 4424*' (YievA/ Merl. NTS 74z- Erg vo L NTS AS SHOWN CITY OF TUKWILA APPROVED SEP 1NG DIVISION - STATE "1.) : W A S ri I N REG 1 ... I LAN . ...:;...t•se" tti C.C.T ALVIN Lt. Oia:-.5 CERTIFICATE N. 209 .01901.11..IMIMMOOMON11■■•■••■• • EN NEERCNG•STREETS. WATER •BEVVER °PARKS•Bl. I DING BRUCE DEES & ASSOCIATES 222 East 26th Street, Suite 202 Tacoma, WA 98421 (206) 627 -7947 FOSTER PA .. RK ADDi1'ION /0 , 3'4/4 G.e ©, 77- . 7 °9, 98 u C3La,'14r g 7"•.0.:' /5/ e 7:p/3/ 7e //9, G- ei gI 7' /:3' ? 7.,/ e9 V ' /L9 ZZ ??:/T. �--Z 7:;' /zq, q± ?~P /.f!/ x /29. 4 : L~. / Z � 2 ,77 /e.v./q \ '77C. /W. AO' . / 2 - W /Nlo pEIVGO WING >/� /$*: /z.-/. 9S z i} . _ MANUFACTURED BACKSTOP & WNG FENCE ( PI 477L,A ) CONCRETE APRON & GRASS SLOPE X � x-AJ IuNU, ac1Z e)4c =r IOFLE , � BLEACHER & RAIL w /,V bF?c�Y P. Tt D A7 WING i rG. /29 G. 9. 7± F44/ ,4 #a'4 - 001-7:` f roP WALLS AT '2 WALLS AT LEACHERS 3LEACI-IER 7.:R /i5,!!/ /2y r•e • , � casts - rat_ 4ZN s/v 4s 'Lr •iii ^, - /_'�„'� - CONCRETE APRON & GRASS SLOPE W /AL6 dc'EaV .E Tea Ef34e1e-06'rr7ri•7,/ E//t•tr-. WINd� ffNC Y Z rrtt G/D.• , J STEEL RAIL 1 ,LILQE ND ��G�j77tf �?�Tyi✓�. 42x/,Z . ..: ycttG. .21047' /74 9P/Z:' . '.S 'x 9 t -et- /Y/i+423•Lh 4. 7'f!f' 7:W . XX M BACKSTOP & WING FENCE /1/O, /IG-L ,&Tfa /G- C-:41-1- , tr ' Af /,V7z2 3 DUGOUT AREA BAT RACK INLET AT DUGOUT T.0 F. I -. T.P. I3.W. E.J. 7 /g9 7 /29. sZ 600 - 4' pe,' / i r! -(111 1 - ' INI I I III I vy zz SECTIONS 1:w aT /I /N6 A / TOP OF CURB PLOWLINE TOP OF PAVING BOTTOM OF WALL EXPANSION JOINT /=0/2q``� NTS i%,VEL. C,4 5 SLAB AT DUGOUT OPENING J� �p •p nnl , m n111. = 111117 a 1 • SCALE: 1/2" = 1' -0" MM: Ce/RWI F7 i 711. W rnA1 /5r46K &W12 ,c zAY�I /PY' � ` -- 2'yY5 TT 6 ;. __ _ _ _ y,L TO6ETH.;,GZ --- Z" eg,0 / i / 2 • - 73''V /a9 14 ,9e/W) 7") e, ''1Aer ∎15. ieYaev4P.a if -S.4 "4.w iN 7%' 95% —/� ° , 4 1/,(2141/Z- , ry;c7. IY /Nla FEiYGEf£'5T. C-140/ 4 /V/VG /A C E 7Z'%47 C// 'VE el< BACKfJ/L�. . lil ri - �II,�JI 1►1 7 I I e•.t ! ' Il , 1 , , , I . t AI 6 , L_. J DUGOUT AREA 4 • BAT RACK oAer- 2o'(/r24'. 17/L2, fol /No- 0 64 Fri 4'/ STEEL RAIL 2+"OJ L7 ,,..! gyp' 6 ,9a Ot/r .6./V W a Acei /'zi,,< rr earn E. 2 721.E . (if/or £u/#/wiY) PA Ic• (# r+ai4,) JL�1 C- 1 l J� I a . a wee - D 1 - % ';y 'L ,l 17 :40. se &A- .nA'occna,ax=7 will/ Ao2,. oe.4,id/t' --- 2 " mac e Ji; e S I L T :Nim = 1111E -11TB M- (jl -- 91-7 /:aCY-,'=- BLEACHER . & RAH �PEUc �i tX /G i / c/r r s S,e/c ; a coc/E-c l 7 U P - A c Y / , 7 / % 5 V E",// F 4 Z /4NUG,Y2 7 6O77a>' zze-zzyr arE r / . •• 1 -4- NTS iii °C./G+b�1F� 494 - 5/L4) -40 L4,2 saw IIXII1 111 6 WING WALLS AT BLEACHERS NTS ra' t s. %: _ . . .�' i E 3V#�M,+ "N'lXi� aF✓ , !IIi111I111i1(III)lii, r I il Ii1flil�liilllilfli , fi t };I if 3 4 5 6 7 8 HOTR: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. iil�l 111 1 1 { 1111111 1 9 1 10 11 UE W 64RMAKY 12 O£ 6Z ee LZ 1, f O� 1 O01- i t 1 i I I I I �+ 97 S? bZ 1 £� 7 1 2 t ( II ( I it I� I � I I 1 ( l � } I I ' �I • ` i 1 i 1 C i c, it riw 111111111(111,11,! 14111li11 1! {i 1111 Il,lill�': ;1111111111W Jt l .111Ulli 1,!l1i111111,1111111.111111„i lltli1111,I11� .l. 11111111!hi !11!11111 111111111 11111 1111111 111.1, {I II1111 IlIIIIiIlfllllill 1111�{{I11111111111t11111 - A /- //r14tV / ee.EACHii 2 /' A roaP • ' . ! A =7-7771;:# 1�= 71:r aesJe- -�i IR / :ar- zP 4 1 T!' P /AGO 4/N AT RACK NTS PARTIAL PLAN • 2 WNW= 4111 1 = • , V £x.Ye•7A PiWr •21c74, � ,g<14* 7Z+ FAxeR.C.4770V Zidr T // '3,-'H7 /47 ¢ /4/G.e.4e •7't! 9iie r , mil" AT , A.y •.4te:C E� //E tG► etc 44" NVT .4.c7cR Fa.'Lmk::4774V I J ef` c. CY/, S , • T Tb 414� 'JTr., firer M / yp I i y' c3aG V Cr ice' /.,ate 13x,75, 4 f s ae ftal1tt =, Ti t', FeE.v c34/4F ESr le .1- /6 tet l'//RF O F.�4 G /j' • / 'a✓ /oe 17 L '7$ / / T 844 SCALE: 1/2" = 1 )04,02,..or crypt.). , - %� 4-40 C ra \ t;;;;„4 ,. „ye s 'a • I ILI `d'4S(.�rL /7 ' /OW ...ecife -- M� a' F AWi 3 1 5 1991 PERMIT CENTER o 6ZeA, .05 ' .eel- Gve Get 5 7 — b "pi/a= INLET AT DUGOUT F- 70 W-.Q 7 0 (�r�a w / /.e ua) CITY OF TUKWILA APPROVED SEI' 13 191 AS NOTED BUILDING DIVISION SLAB AT DUGOUT OPENING NTS ALVIN B. DEES CERTIFICATE No. 2094 NI'S NTS 4,r rarr_r rE 61/E41=, 711,44417;g SECTION A ve/c/fr ' M/ FEAT - — SCHEMATIC PLAN STATE OF WASHINGTON REGIS TiiREO LAN CAr'£ I•ECT gm„.> BRUCE DEES & ASSOCIATES 222-East 26th Street, Suite 202 Tacoina, WA 98421 (206) 627-7947 TYPICAL COLLECTOR PIPE SECTION /4•M- Wev-vE. / IFI!C exx/ DOMESTIC WATER SERVICE fhc h TYPICAL CATCH BASIN SECTION SANITARY SEWER TRENCH, BEDDING, & BACKFILL DRINKING FOUNTAIN .1"0057 71.t:, "orm.estivfornai/eavrxot-- /44le.5.... ii44r,Eve.weVA/4/e5a12z. eti.5 et5P/4 •4v4 57 'I�4 Av/fxrxe,o AfAce.zr e,./6a Wi M/A/4 If:4-41401 0,41104 e,1";Cr_.i._*e 5 6 7 8 0 16 Tit S INCli 1 3 4 NOtki if the Microfilied deciiis notice, it is doe to the quality of the vaginal document. 0 111111.1111111111111111i111111111111111111111111111 9 10 11 SAME GERM1441 12 OC 6Z RC 12 9Z 9Z 4 /Z CZ Z.Z LZ oe 61. 81 LI 91 91 4 71 Cl L I 01, 7 9 7 vro't Q 11 oi .11111111 I I liffilffilirldni /M/4 Or Plc --- 95i4/9e FfFE. Canfr 3lle,a 12/A, ,:W JAI Werrt;c- nocir- Wim 111 . i" 51,-/CE Arre ar--r3 EitirMAXL NE.47Zr" CONTROL STRUCTURE N.T.S. 4e/4•6•--17 c (Wy) Lewd :64 /5--4..A.focrw-xvcof r --,1-4Ves.^126e.e,44 , o4r 7, 1 _,Lboikr /e/A/Vc-r-. 7"0 etwrxee. go:Ix-re/04s Raz-- 7P privy ee-444/ Gter,6"17,11 - Y6 )e6 /We 64.4 F'Ate ) RECEIVED rIT or TI IKWILA AO 1 5 11 PERMIT CENTER /N5er.-67;* OXigrlAed .11A/# tleg/e-g, -z/6 s,4rw,e,e,ex2s77,/:g4/A/ CITY OF TUKWILA APPROVED SEP 13 1991 AS NOTED STATE OF WASHINGTON REGISTERED LANDS A t MC-H I[ CERTIFICATE No. 209 1 .44 -=.14:44.:43.7.41&4, 13 . tissussa •ENGINEEIRING•8TREEE`'•B• WATER BIUJCE DEES & ASSOCIATES 222 East 26th Street, Suite 202 Tacoma, WA 98421 (206) 627-7947 revisions FOSTER ]PARK ADDi'I'ION ♦ � 1111 . • • � 1111 . ['.�: 11 15r 15H k 4 151} 12H t�. 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"C.OPPM ''EE p9M Ben:, 46blevee c;'l r,1.IL, /T . 2-H 1 - r 12T 7 iio 1 0. ?,120° IrjF I" 154 I'' / 11 I ` /4• 12c�G1 -I as 2_ V -9 V -11 VS0G1y AP I.5 12500 H scat 2 �I.S *1.5,241 irpitiiitillwiliiiillit iiillidliwillipititiltillitiip rii litititil rin,litti iiiiiii I witiliwilitifilittit ittfilti 0 SG THS INCH NOTE: if the microfilM docUment ia iSss clear than this notice, it is due to the quality of the original document. 10 • 11 MADEINURMA 12 Hunter I-40-36S-42 full circle rotor sprinkler, 55' ntd., 12.3 gpm, 60 psi, arc indicated on plan. ,6 Hunter 1-40-A DS-42 part circle rotor sprinkler, 55' rad., 12.3 gpm, 60 psi, are indicated on plan. Hunter part circle rotor sprinkler, 60 psi, nozzle and arc indicated on blunter 1-20-ADS-XX part circle ro:or spzinkler, 60 psi, nozzle and arc indicated on Rainbird R-50C, 60 psi, nozzle and arc indicated on plan. Schedule 40 PVC mainline piping. 6" Class 160 PVC sleeves under tr.vin;4. Rainbird 51,RC quiek coupling valve, I", lock top. A Backflow Prevention Assembly; see cut-in-detail. NOTES VALVE DATA CHART V-1 2" 74 Field FC Rotor V-2 2" 74 Field FC Rotor V-3 2 ' 72 Field PC Rotor V-4 2" aa Field PC Rotor V-5 2" 81. Field PC Rotor V-6 1" 7 Field PC Rotor V-7 1 1/2" 38 Infield Rotor V-9 1 1/2" 32 Slope Rotor V-11 1 1/2" P 52 Lawn Spray V-12 11/4" P 37 Lawn Spray V-14 11/2" P U4 Lawn Spray V-15 1 3/4" P 49 Lawn Spray V-16 1 1/2" P 50 Lawn Spray V-17 1 1/2"P 50 Lawn Spray V-18 1 1/4" P 47 Lawn Spray P Pressure Regulated RECEIVVD CITY OF TUKWILA PERMIT CENTER 0 .L3 Rainbird 1800 series lawn sprays on 18C,'4 body, 30 psi, nozzle and arc indicated on plan. Rainb:74 1800 series lawn strip sprays on 1804 body, 30 psi, nozzle and arc indicated on plan. - Pk Rainbird 1804 SAM-PRS in place of 1804. Rainbird EFB-CP automatic remote control valve, 24 volt, for rOtors. • Rainbird EFB-CR-PRS pressure regulating autoniatic remote control valve, for sprays. Class 200 PVC lateral line niping (3/4" unless Otherwise noted). [lardy TC-24001,X 24 station controller with Rai:third Remote Hunter I-20-36S-XX full circle rotor spr:nkler, 60 us:, nozzle and arc indiCated on 1. This systeth is winterized by the use of carnpressed air injected in the quick coupling valve in the cut-in-assembly. 2. Install sportsfield irrigatien piping in same trench with drainlines Where 3 Locate autoMatic Valves outside of all playing surfaces. 4. Install sleeves Where 'Main or laterals pass beneath paved areas or through preposed subtrerranean strtictures, even if not shown on the plan 5. Provide three auxiliary wires from controllers to valves as indicated below; From controller to V-11 via V-4 and V-5. From control ler to V-18 via V-16. Front Controller to V-23 V-20 and V-2. Arcs op part cirele rotors to lie adjusted retioired tO ProVide good irrigation coverage Of turf. 56 Lawn Spray 44 Lawn Spray 21 Lawn SPray 37 Lawn Spray _ 01 itiltWILA 46 La" Spray APPROVED sEp 1:3 1901 AS NTED BUILDING DIVISION sTdg 3 i• 3 /• I ''.0 �P I'L (THREADED BOTH ENDS) 3 SCH.40 PVC MAIN TO SYSTEM 1" QUICK COUPLING VALVE 0-•200 PSI PRESSURE GUAGE W/ GUAGE COCK 2" PRESSURE REDUCING VALVE SET AT 82 PSI JUMBO VALVE BOXES - - - -- 1'" 1/2" DRALN VALVE 2" DOUBLE CHECK VALVE TRENCH DRAIN, SEE DETAIL --- ` - - r THIS SHEET 2" STOP VALVE IN 10" DIA. --- VALVE BOX 2" IRRIG. WATER METER (EXEMPT) SEE SHEET C-2 FOR DOMESTIC WATER SERVICE DETAIL - LATERAL PIPE 5" x 3/4" PVC NIPPLE (THREADED BOTH ENDS) AND PVC 90 DEG. ELL (THREADED 130TH ENDS) INTO THREADED OUTLET TEE OR ELL NOTES: 1.USE TEFLON TAPE ON ALL THRFADED JOINTS 2.USE THIS SWING 'JOINT ON ALL HUNTER 1 -20 AND RAINBIRD 12. -50C 3:ALL THREADED PVC NIPPLES TO HAVE MIN. WALL THICKNESS OF SCHEDULE 80 TYPICAL SWING JOINT oP c2I L- 6E0 1OT 1 --- Pt 464.4 S.V51- 41-" G.1z P Mn4 TRENCH DRAIN AT CUT -IN FINISH GRADE 3 0" PVC NIPPLE (THEADED BOTH ENDS) AS RISER --- INSTALL WITH 45 DEG. ANGLE - 2 -PVC 90 ELLS (THREADED BOTH ENDS) AND PVC THREADED NIPPLE P-4015 f_2 : 1, lo' of 4" Go izeUGATEr -); Pale -tprAren PIPE Cc . P .e) IP 10' F' YEt_ T EfJ F-i PER d7 T; 1[. . Ti2sI.at ,ANC) np.AN TO PE✓' AW ,.` neom 1.7e U6t CkIEGI! . S1rNl�s..`( 2 %. t1 (Hi%i 012A1P ,raj N G'1CATEc7 ¢Y c -uT-IN D1:TNIL , .P2W �TIG N.T.S. B: VALVE BOX -- M 0 SCH.80 PVC 90 DEG. ELL SCH.40 PVC -- MAINLINE TEE (BUSH AS REQ'D.) FINISH GRADE flllllllll fSCH.80 PVC. I NIPPLE -14-1 l�1 SCH.80 PVC MALE -- - CWPrY. - !P? ADAP'T'ER • "--- SCH.80 PVC NIPPLE AUTO VALVE ASSEMBLY ' 11 = - 1I I— 111- -I I I_ I I ,-- FINISH GRADE QUICK COUPLING VALVE --- -TO TRIPLE SWING JOINT COUPLING VALVE —AUTO. 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Gllilllllilflll111lIIIIIIi1111 . 1111 I 11111111 y 111UI . 11 111111111 lII1111111I11111i11 1 1114(1111111,6111 1 1!III I 11111 I llll1i11lllllllllllll1111ir 1 ' I11I 1 9 t; irFtlDitl�krK s 1 1 1 1 1 1 1 IIIIIIIIIIIII 1 1 1 1 1 1 1 I 1 1 1 1 1 11I 1 1 1 IIIII 10 11 tIN� 12 MAINLINE OR LATERAL LINE NOTE: '"USE THIS SWING JOINT ON ALL QUICK COUPLING VALVES, HUNTER I -40 AND I -25 ROTORS. *THREADED ONE END NIPPLE & SOLVENT JOINT NIPPLES TO DE SCH. 80. * SUPPLY LINE TEE, THREADED- - ONE -END NIPPLE & SOLVENT JOINT NIPPLES NOT INCLUDED IN PRE - rABRICATED SWING JOINT KIT. T YPICAL L, SWING G JOINT - FINISH GRADE 1" PIPE NIPPLE, LENGTH AS NEC', TO ACCOMMODATE 45 DEG. ANGLE (SOLVENT JOINT). 1" PVC NIPPLE RISER THREADED ONE END (MIPT) INSTAI..L W/ 45 DEG. ANGLE. - -- PRE - - FABRICATED SWING JOINT (SCH. 80), "LASCO ". - FINISH GRADE — LAWN SPRAY USE SECOND MALE ADAPTER (FROM SWING JOINT KIT) AND SOLVENT JOINT PVC NIPPLE INTO SOLVENT JOINT t,UPPLY LINE OUTLET TEE OR ELL. 2 MARLEX ST. ELLS `-- -- PVC NIPPLE (THREADED 130TH ENDS) 1/2" X 8 ". SCHED. 80. BRUCE DEES ES & ASSOCIATES 222 East 26th Street, Suite 202 Tacoma, WA 98421 (200_627-7947 N.l'.s. F a TYPICAL SWING � SPRAYS, s�._. j._._ S ING JOINT`: RECEIVED r:ITYOFTIIKWILA AU6 1 5 1 PEUM1TCENTER CITY OF TUKWILA APPROVED SEA' 13 19'1 AS Norma B1.1!LDING DIVISION N.T.S. N.T.S. 4' I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I 1 1 1 III IIIII1111I11 )III!I1IIIIIEII'i' 1'1 IIII I1 III Will 1111111111111111111111111111 ii ilti 1 11111111 111111111111111 !!1I1111111111Il;i1lll 0 1$ N HS INCH 2 3 4 5 6 7 8 9 11 raneE IH GErr>enrrr NOTE: Ti the microfilmed document is less clear than this notice, it is due to the quality of the iiriginal document. 0c 6z @C /Z I r 9Z � t fi CZ ee ! OZ 6l t3L L1 91 5l l C: Zl 11 0L 6 e L t 9 h E , 1 0 IIl1111111I!Ill1l!III11( 1 �Z f II I( I � YtW 1111! 1111!1IIl 111111111111111 1111 tthi llllll 1�1 .11111i11�!lilll!lll1lIIIIIIf1 1dIl ikillilill1l liillll! �i! lill !!III;!111111!IIILI1111111111!! 111!! II III! 1II .III!!114!II1�11I!1II III! IIIIiiiilill! l!! illl! I! �il! III1111111i 111l!Ill�lii1111II1 esi Y a- d .. _9ned "ti drawn cbe^•ked !OP Qj .1(.1'.6( proj eng I proj dlr -- - - l__.___ __ field bk re — . _ BRUCE DIEES & ASSOCIATES 222 East 26th Street, Suite 202 Tac:orna, WA 98421 (206) 627 -7947 FOSTER PARK ADDITION Planting Plan — 7 it W 6 AV E 53rd Avenue South 20' 20' 20' I 2 ‘1,11 Lipir 34 '1'YP: to•G• ) / 'TY . PLANT SCJ -IFD `LE l,sthut i alti: arast ^lame Si 4t Fraxinus oxycarpa'Raywood' 3" Cal. Maywood Ash NOTES Ffv,�yri�sr�� l.iriodendton tulipfcra Tulip Tree Prunus x blieeiana Blireiaaa Plum Thuja plicata Western Red Cedar Hedera helix English Ivy 3" Cal. 3" Cal. 5' 6' 4 lots 1. The form and quality of trees expected are available at EX. Nursery, (503) 357 - 51.41. Trees from any other source must be approved prior to bid opening. Flag location of all trees for owner ;epreientative to review prior to any planting. 3. See specifications for topsand and topsoil requirements. 6%VC4aeka7 /NA i vi, . 1.9zip,eyer ear Au_ ye:or/& Wig Af76 -eV ) - - 7V i /N G kV/7W 70 G r • X/ /N Ne./4 .'r GAW -4 IL_ J�lEW, ,I,G VI►.f Y(. — t-t `CUT TO IRZ-(111 I2" vl .A.. 18 1 IS" Con di tIlu5113. arli, B & [3 - Note I B &13• Note I 13 &B -No'eI B &B 24" o.c' G�i:E'Y.7JTF= eFr,YeY» Gs4tLL�e,[ NJF V ~ 7N. stX'E-:4 Au- A -04e4/ r -a:i M .r GYw.W.der arc_ CSFNF�77f!' 6X9, f Z./1N 7'riler`.Grr ;7 - r4 r 47 > �_ I Olt— TREE PLANTING DETAIL N.T.S. 2a tt,' T1 TE�7 ;'p,iN W D(rx�Ue). F)t2 � rAI . AL!_'itAk ' t7gIVE- -tJ - r - e) EOM/ 17Witt. I4 uA , 6i4LV. W I ; rbiLi�I T1 & G NiTE ECJT,4U fil Fl ul�t -I & Z' ;E TREE STAKING DETAIL L N.T.S. CITY OF TU1twiU. APPROVED SLR' 1: 3 c) i AS NOTED -w I3UILDIP;r.; DIVISION) RECEIVED CITY OF TI IKWII.A AO' 1 5 Wi PERMIT CENTER STATE OF WASHINGTON REGIS i'CRcD L/4 O Ckrt 1,' ITECT t1 B. DEES nERTt.ICA:'E No. SW NORTH 40 0° ✓r. f f1 e no I 1 N01i1H IH : 4ALt `.; prIiycL .r e-ft, rf( ?,rp., • 5 51,E'E1✓E' Pi2R 1JfzIA1: 16" si» tJP 'ri4 IHSia '' r io-1 \()V f t+ f1. --� %LQr 5L To MATCH Fob !JH L c rrt A 1/4cC5 3i -off X 1 ' o " 6 UHrtl2CUT CNE1Z4MG 2x + c140 4 CC - n4'' ccr1C. 5L W1,4 *W1.4. W :f ovate ¢ MIL y r 6 (o' Lli<SH6 ci0Av L 1. O .� r'�•T. ILI�I I�I�fIII ft I i'lifliII' %? .3 6TE .I5 I13INEERI GS SvIREET3•WATER. CALVIN ,JOFROAN ASSOCIATES, INC. ARCiil1'eotto P1— ANNiNi[i LANDWA.111 A 1'lit�!"4 . 1504 NIL L'neli ( 4.4 ACV%.* V *. MOM fifer seta-mom m ' iT Cye 6t Sl L! 9i St hi 04 �i;l � �l�Irlfi!� I IIIIItIr Ill l i l i� lrr!►r 00111 HIGH Il'nui Lt (HEINE14 A.) 1 % , litiM 5Ia;' < . IJ r d.0 e 16 oz. i f the microfilmed dociraent iu leas clear than Ibis unties, it Is due . , the quality of the original document." 46 :, rsrof, dint filitmi!11! F .i' IIILI!llliilftiii'` • CODE: Uniform Building Code, 1988 Edition. TYPE OP CONSTRUCTION: ' Type, V -N for B -2 Occupancy. • DESIGN CRITERIA: Roof Loading: Live Load 25 ' psf [lead Load >..wV• TOTAL 38 psi. Wind Load 20 psf • The Contractor shall verify and confirm all dimensions and conditions shown or implied do the drawings and specifications as well as the existing work and physical conditions of the site. Notify Architect of any discrepancies prior to start of work. FOUNDATION 'SOIL BEARING: 2 000 psf on Unyielding natural soils. Compaction work shall be in 8" lifts to a density of 95%. CONCRETE: Compressive strength f' = 2500 psi, minimum 5 1/2 sack mix, 4" maximum slump. Ultimate strength design method used. Mixing and placing of all concrete and selection of materials Shall accordance with' the UBC and ACI Code 318, proportions of a g a ate. to cement shall be such as to produce a dense work ble mix which can be Placed without segregation or excess free `surface water. 1/2" Chamfer on all exposed concrete edges, unless indicated otherwise on architectural drawings. Water curing shall be used. Air entraining agent (3% to 6%) to be used in all concrete flatwork exposed to weather. Pozzolith 300N (4 cz Pei 'COO lbs. of cement) to be used in all concrete. Where special placing conditions are requited, consult '.Architect for >variatiohsef this specification. REINFORCING STEEL: Allrei'nforcing steel shall be deformed bars per AS''PM A615, Grade 4'0, Py =90,000 psi. Unless Otherwise 'hiked, corner bars (2' 0" bend) will be provided for all horizontal reinforcement Detail 'steel in accordance with the "AdI Malivalof Standard Practices of n'ctailing :Reinforced Concrete ' Welded Lire mesh shall, be 6 x 6 W1'.4 x W1.4 per ASTM A185. Ret forcemerit cover shall be as follo`ws: Footings. . . . . 3'' inches Formed Surfaces - Weather Face 2 inches Interior °Face . . . 3/4' 'i:nch Slab `can' Grade . 1" C1. ` 'Top of Conc. to'WWM 9 s e z i`*Wp !� �1 { II' i lfllll'f�f 111111l 'ltfli 11111 1if � ilil1 { f f TIMBER Bearing walls Non - bearing partitions All ether lumber Top &'bottom plates @ bearing walls SPECIES: GRADE: Fb: Structural timber and lumber to be Stress grade Hem -Fir (North)` or Douglas Fir -Larch (North) as fo flows: Hem -Fir' No. 2 10 0! ) psi Hem - Fir Std. * 5 2 5 psi Hem -Fir` Std. orBetter Hemi -Fit: No . 2 1001 ps i Wood bearing on 'or installed within 1" 'of concrete to be pressure treated according to UHC Standard 25 -12. Solid blocking of not less than 2" thickness shall be provided at all bearing points of trusses. Typical anchor bolts to be 5/8" diameter at`4' -0" O.C, minimum embedment 7 ". All metal framing anchors shown on drawings shall be as manufactured by P.` H. Bowman Company, or approved egi4l Shall be factory manufactured, ,designed to fit' the dimensions and loads indicated` the plans. Design shall,be in accordance with allowable` values assigned by`th.e building code official. Complete design calculat'i'ons showing 'internal layout, member farces and stress control points are to be available upon request 'for truss design. ' 'i'he ' of the truss is to" be under the sup of a registe professional engineer in the Stat of Wa shi ng tio n. All bracing shall" be as per manufact urer' s recommendations as approv by engineer. WOOD FRAMING DETAILS'not shown otherwise shall be constructed to the " standards of the Uniform Building Code. Man °i'Irii m nailing, unless `otherwise noted, shall conf to Table 25 -0 of the 11. SPECIAL CONDITION Contractor shall verify all dimensions 'in field and `shall. provide adequate shoring and bracing of all structural members during construction. Contractor shall notify Architect of all field changes prior to i " nstallatin. 12 CONTRACTOR shall be "solely responsible for all required p utions aid' themethUds, teclini4` r i n rata qua's or � p " "rocedui`es requied to perform his work 13. SH I RAWINGS: Sub fit five (5) sets of shop "drawings approval, prior to fabrication',for! 'Wood trusses. .t4 >r*M�n.7 KiA'nS4l�J.µt«N'w+.">, .— 44a Nri+; 'x+1✓n+'M -1i. o ' r G RRY MOORE Z olt ' tASl1I $iifilN t L'n7'N. N. Nq(�l > (w n�. eLi .;s {: :.��$4'�ti�d��A �!�• M61M617 EMT. 1ENICOI lii'EEPIIINIA -SI i FETES. WATEIA• SEWER. ArRKSe BUMMING. field bk n CALVIN JORDAN ASSOCIATES, INC ARCHITECTURE Pt.ANNtNG LANOGMAPII AACHrTrcjTLJ • 5049 O.E. Bel. iMC0 G4D. Hf U.? Vt11, 1A44. 86007 MOM 0421-3423 2x4 e i - tJ105 I(o '�nC w i�' L'LJOO kJ/ 1 xt,o e " '16N O.C. ! -r 1 1 ! A 2X r%ock1Hc, .LJ /2 scKE-t-f4 - Wtt-s 2. rf iz 13LocK - 9 /6 ° L‘4Wco10. 'Htc4 GJ / - o OPTtE - H5 0 itd' 1-1$1b pIZYt jZ C�i IMT�`I�1 • av 2x¢ • { tI11II1IiII'Itl111111I1 11I1I11111; 3 14 rr1J e 2 4 4 t-IPLI L1 rtp 0E- pL41' rLJoop /a ri.xkl ot'b (2) ? K s' 1'01 PLP:r oc 6G • se .EZ Z to ()8" 6t at • Ll 91 Et �t It (1�11111��I� l ����rlilw Al 11� ���llr n 1� ��1 � IIi� � .'���Ilu11 { I r 11111111 111!�� il!6f�II�Ifi �IC11�� i �iII��IIIi1 � IIIiI�'EiI �! /rz 1 iSU 1)c''4 �!l L IQLATh i! /i 5/8 4 �.�. 044114 � 4` ~L7I f Ca r-7.22 * ILL SSUI Tf ' p (& W/ 1y /tad 4? A 1c40 - 6 ` f;3 +IWa" (AC, r � I 1 4 " (`1 31 :I 11 + � , �, 11. I 1 , 4 ) NOTE': "tf 'thn m crnti'lmed document l ' leas clear than this notice, it is due to the quality of the original document. 01, 6 8 111IHEtIIt I11l hilifllijj 1Iif LAVATORY WATER CLOSET URINAL >•LOOR DRAIN FLOOR CLEANOUT HOSE BIBB iN fr -tr40 u N'T.AI1 L ra ` .., {- Toggle type light switch 20A, 277V. Heater IOW/240V, �, with thetinostat. Chromalox FHW" 1758`or equal. 0 Photocell Mounted ort mof facing north. L.uplex' receptacle. See'lege0'„sheet B -1. Piatid' dryer 4tllinphrey #Hb03 or equal. '2.4 kw, 2 40V, 1 Ph. Bryant 5228 with MOW` lamp Electron eelhathtcal time clock for' exterior ,builditneand'reslretith lights. 1 aragon, Tork or equal. Photocell° &din at`dttsk, TC off at 11 :00 p.m., TV tan at 6 :00 a.m. 'photocell Off at dawn. RECEIVtD el7Yn "itixWiLA AULi 1 5`'141 CITY OF °T1JKWI(A'. APPROVED S EP "' 3 9'31 it 'BUtLii G Dtr SION �l�' ^Tj �r 7' itt; Lt.1 GARR D. Mr„ "R S1Att or tY+:,, , • . . ..... . (:, Mania ed Load Cent er H OWIIC PANEL SCHEDULE Ser v ice 1!!n ran e Rated NO °CATION: ricilidn m SERVING: Rest I of/III ■2<, She! t er 120/240 VOLTS 1 PHASE 3WIRE ____ 100 AMPS WITH ton MAIN BREAKER • ii LOAD DESCRIPTION KVA RI ;" AMPS 11, TRIP AMPS KVA LOAD DESCRIPTION CKI NO. , 1 Li ght s 11. F.-11.:2, 1111 I _i Rer 0 fit a ale...-L112..s.r '' - Wu_ TTimec IL .0 _..2,A .1 6 15 15/2 Wall Heater 8 10 lock-14 -VSpr i nk le 2 0 ' 9 Receptac 1 eShe 1 t er .18 20 --- S ice 12 11 Rece aacle ..Slielt i 18 REMARKS: CONNECTED LOAD: 7 KVA 29 AMPS DEMAND LOAD 7 KVA 29 AMPS 111 •ENGINEERINCO. STREETS- WATER • SEWE R• PA PK BUILDING • ::; 4L jjh ; ;". Lff-r- A 111.11JCE DEES & ASSOCIATES 222 Fa 26th Street, suite 202 Tdcortla, WA 98421 (206) 627-1947 file no scale 1" = 20' date iffinaliffEIMMONNIESZKVAIN POWER RISER DIAGRAM 0 le Tr.ts INCH 1 , 3 1111111111111111111111111I11111111111111111111[111111111 06 ee 8G 4Z 9Z se Ile 'ce ez le 6106144111411011166h16 444 10101uldifil ig # 67 e Cz . c9 tiee) a raiQZ/7 4/4/zZ-7 51 ttTa4r rAtzt. Ic?) /1 Ger l 723 41/57AL..e.//i CO/tr/-l/7": illilliffifJfipliffil 1 .. 1,11j! . 1 rigutpiliolirmilitittplipirrurporvit 4 5 7 9 10 11 44E114 KIIMANY 12 kOTE: It the microkftmed document is less clear than this notice, it is due to the quality of the criginal document. ° ("), et et Lt 9t Si tt el Z.'t CI 6 ft Z. 99 vo4 LEGEND e PM ir- .51 6pAiiziA, re, Haricihoie 14/7"' 0 n'PE 41 m 42 10: aycwa/v . Underground Conduit. Provide trenching backtill and compaction. Minimum depth 24" below finished grade. Duplex Receptacle 20A, 125V, GFI. Hubbell GF5253 with CWP26CR cover. Mount in cast aluminum single gang deep box. • • • ru Pre cast concrete vault with hinged and locking cover. Verify exact requirements with Seattle City Light prior to bid. Utility vault or equal. POWER RECEIVED (NV OF TUKWILA vu 5 1991 PERMIT CENTER PANEL 13" RISER DIAGRAM 1 [NORTH RESTROOItii A. pond 4%1 silt fenpe am in pig at the site tow point. All erosion sedin en t factl�tles shall as maintakied in a s tisfactory caril`Jtion trnstl sort dolt t oiewing andl r C011itti/cde6 is completed and potential for ma-she emit% has psessai net bispivinattation, iosimenancc, rep talent. nand rrf$ilions to a, control sysem shall be the responsibility of the Controcte.'. 2.; the e o Ion gnd tadir+ertadon control system is "intended to meet the minims* requirement to meet anticipated'sii conditions. As vinstra.ria i g res 8 and unexpected or statonal conditions dictate. the tar ahi d ascia p r ti's toed« erosion and sedimentation control facilities ) W tw.letsrot ter insure siltation control on the site). Touring the course of constreetimh, obligation and responsibility of +he Contactor to attunes arty sww se .item* titan inaty be created by his activities and to provide additional facilities, net' ikr1tt tine exisdes, as may be needed to protect adjacent poppettigs and water .y Al the receiving drainage system. 3. All erotica /sedimentation control ponds w :th a dead soaps depth wrimedingd inches must lam .a Noon with a oiltre!'i nt Itt}ltlrt Of 3 ItC1, . . A la y. out plan, coordinate points, and calculated coordinates are in the appendix of the specifications. Coordinate points are provided' "for the property corners, HUUNDARY SHOWN IS AS SHOWN 0 SURVEY Y Ci-1ADW1CK SURVE N � IN V 2 t W' SURVEYS, PAGE 75; KING COUNTY, WA., MARCH '3,1975. E N D New Improvements --�" Proposed contours 132 t2i . Prop led d spot elevation 0 • a' catch ba in Asphalt 4" thick concrete 6" thick concrete �. 4 „ high.chainlnk fence Top of curb Top of paving tligh point of finish grade 1MB-i $ 112--.. nvoRrTERH Existing Conditions Os SAN s W MANtH r414 t3A PO €R ' Pe r PQPIf t POLE bYd A joir Existing contour. Existing spot elevation. AUG 1. 6 1$$1 J ( i`1, 'j cie.'dViLA (;) { yi