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HomeMy WebLinkAboutPermit B96-0132 - FLATEN RESIDENCE - NEW SINGLE FAMILY RESIDENCECity of Tukwila � -- �- (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: Type: Category: Address: Location: Parcel #: Zoning: Type Const: Gas /E'lec: Wetlands: Water: 125 Contractor License No.: FLATERJ334LR B96 -0132 ' B -BLDG NSFR 13053 40 AV S 734060 -0907 R1.72 V -N GAS TENANT OWNER CONTRACTOR CONTACT Status: ISSUED Issued: 07/22/1996 Expires: 01/18/1997 Type of Occupancy: DWELLING Slopes: Sewer: VAL VUE FLATEN ROLF 13053 40 AV S, TUKWILA, WA HOUSER PAUL W PO BOX 59, RENTON WA'98057 ROLF JOHN .FLATEN 4216 S 173 ST, SEATTLE WA 98188 ROLF FLATEN 4216 SOUTH 173RD STREET, SEATAC, WA 98188 Phone: Phone: Phone: 206 255 -7445 206 244 -5293 206 244 -5293 : k** k**' k*****ti k****** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** *tilt * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW SINGLE - FAMILY RESIDENCE. Units: 001 Buildings: 001 Fire Protection: N/A UBC Edition: 1994 Front: Left: SETBACKS .0 Back: .0 Right: 0. 0 Valuation: 103,203.24 Total Permit Fee: 1,501.46 * k* k** kk********* * ** *k * * * * **kk * * * * * * * * * * * * * * * *** *tilt *** ** *tit ** *tit * * * * * ** * * * * ** Permit Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the per a-n-c _work. I am authorized to sign for and obtain this gc la t Signature: Print Name: a f'22 W Date: 2-)-2- /2• Title: 63,2.4 This permit shall become null and void if the work is not commenced within 130 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 1 � `l�'4: .A`e W�wb'' q� ,, DEPART a :..�:.1 :y �i r. ? �''' ;; >VV Y # DA TE� ; IN ,�1MTNO.Ftf :� ;� ! .. . {r .. DAAT x toy '< APxPROUED .'.h:, %?x v,'s i ,,,::,::;' ^,.:.: Yr. : ., �.;�,,, v., :.�. r..: s . ! ~ • Y ! TS /COMME(VTS ',= . . .,.... , RE GIUIREMEN r � ti0 ; ! ? 3 7 M W l L.'J „: ^' . Y.+�.. �f4'9t3'Y= L93 = �.Y ffi a k Plan Review Meeting . 15 -ci Co 5- 1 INIT: K1 ,ik BUILDING - initial review OVq& s /,31/6:1 (o R. (ROUTED) CONSULTANT: Date Sent - Date Approved - A FIRE ' I311e(0 y I S >o IREPROTECTION: D Sprinklers D Detectors WA 7 (.,J /9(,. INSPECTOR: 5/? INIT: BY: (init.) XZ iLANNING L //2 / L ,, `'�( 1, �' ZONING: PAR/LAN DUSECON DITIONS? Dyes D No REFERENCE FILE NOS.: INIT: At ( 'v1INIMUMSETBACKS: N- S- E- W- PUBLIC WORKS • - 96 JTILITYPERMITSREQUIRED? Yes D No �UBLICWORKSLETTERDATED: INIT: /.''' 1) 111'1.1:.1 1i1E�r'21 '"l M A BUILDING - final review 7_ '° 7- tg -9(o TYPEOF ►t ST 'U TION: \114 CERT.OFOCCUPANCY? DYes No UBCEDITION(year): (991- INIT: 1-4 p BUILDING OFFICIAL 7 -1P,9(o 7- / q - y 6 ' I NIT:--- AMOUNT OWING: ff � G1' 07"1. — IJ CONTACTED O f DATE NOTIFIED —) — as-c1,0 t (init) 2nd NOTIFICATION BY: (init) 3RD NOTIFICATION ■ t BY: (init.) PLAN CHECK NUMBER CITY OF TUKWILA ,q Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME 1 Ok n , ROI-E Lt SUITE NO. SITE ADDRESS X 50,5 3 Li P\J 6 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. REVIEW COMPLETED I )ki6k 4 .k.Q5 (c)wer) -_ cni l 02/15/96 SITE ADDRESS SUITE # 17 <J L; Loon VALUE OF CONSTRUCTION - $ I oat O3aU PROJECT NAME/TENANT f1 o r\ R, ASSESSOR ACCOUNT # - 16 4 o (Do! 0 90 TYPE OF T New Building Addition ❑ Tenant Improvement (commercial) Li Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: J k.iU r C. i cc'', i 1(. BUILDING USE (office, warehouse, etc.) V\ DNA 1Q-. NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? a No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: l J 3 `,o.1 Tenant. cp: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, .COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? YNo ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ S•rinklers ❑ Automatic Fire Alarm S stem PROPERTY OWNER i ,. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE ' - - - --`"____ . _ c.-ti PHONE ADDRESS PRINT NAME ; '0 J C. I � . _, r1 I ZIP CONTRACTOR �� J F` j a '� i ,, CITY/ZIP c7 cw y CONTACT PERSON ( 4— PHONE i''4/z/ : - 3 -2 9 7, ADDRESS /b �.-) /7.5 c \JL. tjQQ foe to A_ ZIP WA. ST. CONTRACTOR'S LICENSE # y. �� EXP. DATE/o /2 96 ARCHITECT C a c- - PHONE ? / ?y/�� IZIP ' r `1�1(f \ ADDRESS 1 }ci , , .. 4.;),,,...:,, t' I HEREBY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, A/+171 A AUI0RIZEIZ� APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE ' - - - --`"____ . _ c.-ti DA ` Y L c `16 f --�� PRINT NAME ; '0 J C. I � . _, r1 J.---- PHONE `' 4r � !. , J ADDRESS - %7�..' �/ ;, I E - , TCi'G CITY/ZIP c7 cw y CONTACT PERSON ( 4— PHONE p y. . c DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE q01. PLAN CHECK FEE q .1 BUILDING SURCHARGE "4f OTHER: TOTAL - ON . go l CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK 1 APPLICATION MUST BE 'FILLED OUT COMPLETELY NUMBER Oi DATE APPLICATION ACCEPTED 5-16 BUILDI■G.. PERMIT APPLICATION APPLICATION SUBMITTAL In or rto ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT It the applicant is other than the owner, registered architecUengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES I t� 1S COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure) Assessor Account Number Two sots (2) of the following: Specifications Structural calculations stamped by a Washington State licensed engineer Soils report stamped by a Washington State licensed engineer Topographical survey 7 Energy calculations stamped by a VVashington State licensed engineer or architect • r Legal description 1 Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings •. Elevations Civil drawings •.Landscape plan • D .Completed utility permit application (one for entire project) 7 Six (6) sets of civil drawings (J NOTE: See utility permit application and checklist for specific utility submittal requirements. RACK STORAGE ri Completed building permit application Assessor Account. Number Two (2) sets of pians,Aetretrinclude: j Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and exits. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS I SUBMITTAL CHECKLIST Completed building permit application (one for each structure) Legal description Assessor Account Number Two sets (2) of working drawings, which include: • Site plan --b. (O plan, show closes: hydrant location. • Foundation plan include access to building, showing • Floor plan width and length of access.) • Roof plan • Building elevations (all .views) • Building cross- section • Structural framing plans Washington State Energy Code data L n Completed utility permit application I i Six (6) sots of site plans showing utilities NOTE: Building site plan and utility site plan may combined. See utility permit application and checklist for specific submittal requirements; Additional topographical and soils information may be required if unique site conditions. COMMERCIAL TENANT IMPROVEMENTS n Completed building permit application (one for oath structure or tenant) Assessor Account Number Lr RESIDENTIAL REMODELS Two (2) sets of construction plans, which include: Site. plan • Location of tenant space • Existing and proposed parking • Landscape plan (if applicable, i.e., change of use Overall building plan • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage E l Floor plan of proposed tenant space • Tenant space plan with use of each room labelled. • Exit doors, egress patterns. • New walls, existing wall, and walls to be demolished. pi Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling. n Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE:. If any utility work is to be done, submit separate utility permit . application and plans. REROOF n Completed building permit application one for each structure) 7 Assessor Account Number in Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification lette- is required prior to final inspection and sign - off of the permit. ANTENNA/SATELLITE DISHES Completed building permit application n Assessor Account Number Two (2) sets of plans, which include: Site Plan (showing building and location of antenna/satellite dish) j ( 9 9 ] U Details antenna/satellite dish and method of attachment. J Structural calculations stamped by a Washington State licensed engineer may be required n i Completed building permit application (one for each structure) NOTE: if any utility work is to be done provide utility permit application and plans must be submitted. • Site plan • Foundation plan • Floor plan • Roof plan • Building elevations (all views) • Building cross - section . • Structural framing plans i Assessor Account Number n Two (2) sets of working drawings, which include: REROOFS Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter is required prior to final inspection and sign - off of the permit.' Address: 13053 40 AV Suite: Tenant: FLATEN ROLF Type: 8-BLDG Parcel # : 7 34060 -0907 CITY OF TUKWILA Permit No: B96 -0132 Status: ISSUED Applied: 05/15/1996 Issued: 07/22/1996 4 • 4' 44*44. 4. 4*•4 4; 4' 4 . 4'4*;4'4 . 4:44 4'4•4 4 e'4•4 4444444 - 4444 44444'44 44 Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities. 2. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 3. APPLICANT SHALL OBTAIN SEWER PERMIT FROM VALVUE SEWER 015 - TRICT AND WATER PERMIT FROM WATER DISTRICT 125. 4. No changes will be made , to the p laps ' un l es s approved' by the 'Architect or Engineers and the . Tukwi la Building Division. 5. Plumbing permits shall be obtained through the Seattle-King County-Department of Public Health.. Plumbing will be. inspected by that agency, including all gas piping (296- 4722). 6. Electrical' permits shall be obtained through the Washington State Division of Labor and Industries and ail electrical work wi l l be inspected by that agency: 1243 -6630) . 7. All ..mechanical work shall be under separate permit i s ued by the City of Tukwila. 3. All permits, inspection records, and approved plans. shall be available at the job site prior to the start of any con- struction: These documents are to be maintained and avail - able until final inspection approval is granted. 9. 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. 10. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 11. All construction to be done in conformance with .approved plans and requirements of the Uniform Building Code (1994 E d i t i o n ) as amended, Uniform Mechanical Code 11994 E d i t i o n ) , and Washington State Energy Code (1994 Edition). 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. All wood to remain in placed concrete shall be treated wood. 14. There shall be no occupancy of the bu i l d i ng ( s.) until the final inspection has been completed by the Tukwila Building Inspector. 15. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the b u i l d i n g code or of any other ordinance of the j u r i s d i c t i o n . No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. *irk•¢• * * * *t* tit * ** *Ai: * * * * *t*A** **A*AkA ***A ** Apt * * *.A*A A *e4Akk *iii r.ITY. OF TuYWILA, WA Gi r TRANSMIT cD *A *4*at *;1.*4•:t * *$kA * * ** *A ** * ** *st* *A•etkAi. *l4*et.4k•1•** *tit * * *k *A *s4* TRANSMIT Number: 96004194 Amount: 23.00 07/22/96 13:20 Payment Method: CHECK Notation: ROLF FL.ATEN Init: SLB Permit No: •PW96••0182 Type: PW -SD STORM DRAINAGE Parcel No: 734060••0907 Site Address: 13053 40 AV 5 Location: 13053 40 AV 5/ LOT 2 OF HAUSER SHORT PLAT L92 Total Fees: 25.00 This Payment 25.00 'total ALL Pmts: 25.00 Balance: .00 * ir: i*• A**a k* ** *•4A **A *** *•k (4A *k*A+AA*..4 Account Code 000/345.030 412/342.400 CITY OF TUKWILA.•WA Account Code 000/322.100 000/345.030 000/386.904 Description PLAN CHECK -- UTILITY INSP FEE-- STORM DRAIN Amount 10.00 15.00 A** A**A* k**• thAIA *A?r *•4*t•A *A*•+x• *It *A **A 4:4k *P. A•h *•k +;t IA *A41. * * ** *•tItA *AIr TRANSMIT h•.tk *:4 *Ak *:4 *A* *A:4 **A *A * ' k ( 1 ) * *A A 4.4*•k*•4• ** :4 *Ak:k ** * * *A4A4 *•tA4 *A• TRANSMIT Number: 96004493 Amount: 924.75 07/22/96 13:27 Payment Method: CHECK; Notation: ROLF FLATEN (nit: SL$3 Permit No: 096-- 0132 'type: 0-BLDG Parcel No: 734060 -0907 Site Address: 13053 40 AV a Description BUr DING '-' RES PLAN CHECK •- RES STATE BUILDING SURCHARGE BUILDING PERMIT Total Fees: 1.501.40 This Payment 924.75 Total ALL Pmts: 1.501.46 Balance: .00 k•.* ** * * * ** * *�t *xtkA* *4- ****•• A**k A*AA* k ,► * *•kA *A *k *AAA*4 *AA *k * *A4(0AA• A* Amount 907.25 13.00 4.50 1393 07/22 9617 TOTAL . 987.25 147 GENERA 576.71 : 4*: 4**P r4 •Ak) * *k * *k4kA.* * *.4 *‘**A *.kk *** A. k• 4* kklrrh•gk:khhr *k *k:4P.4k *:4hdk TOTAL 576.71 CITY OF 1'U KW I:I.A, WA CHECK 576.71 :44*4•4 %.kk*** *Prrkk*kk *k** Pr '1;* ***: 4h: 4k • k • 4 . CHANGE 0.00 71 05/15/9 5/ /9 123 5467A000 16 :03 l PANSMl:1 Number: 96004142 Amount: r 6 Payment Method: CHECK Notation: ROLE FLATEN Init.,: SLR Permit Nod "i39G••0.132 •Type: B-BLPG BUILDING PERMIT Parcel Na: 734060 -0907 Site Address: 13053 40 AV S Total Fees: 1.501.40 This Payme =nt `:76.71 Total ALL hits: 576.71 B a l a n c e : 92w *• r*** Ak** A*** A4• h*A i P* kPFk* PP*# k* P* APril k: * * * * **k *A* * *•A * **P *•A• *k•A* Account Code: Description Amount 000 /345.830 PLAN CHECK • E'.E5 '.)76.71 *•n **Sk *.F k *•k * * *•k *•k***a! -k ** k * * ** t * *i.A * *•k *A * *** *k•A•A *4•:F *k ** *• # *alF* CITY OF-..• tJKWILA. NA jq ' TRANSMIT *kP * * *** ** ****•h*** * * * •A• * **; k *rF•h*** *7!•i ** *d *�•f•kA**.FdA1 TRANSMIT Number: 96004495 Amount: 37.50 07/22/96 13:28 Payment Method: CHECK Notation: ROI..F FLATEN Snit: SLE3 Permit Na: PW96 -•0153 Type: PW•LA LAND ALfERING PERMIT Parcel No: 734060•-090? Site Address: 13053 40 AV S Location: 13053 40 AV 8/ LOT 2 OF HAUSER SHORT PLAT L92•- Total Fees: 37.50 • This Payment 3 Total ALL Pints: 37.50 Balance: .00 ** * : kA•* 4*• kA: 4• kr*• A• k• A' kP* P**• k• 4k Ir• 4* A* A-*• A***/,"** ***A•kkkfr*4-A*:4P•A•k*Pr *'.Ak:4 Account Code Description Amount 000/322.100 BUILDING -- RES 22.50 000/345.830 PLAN CHECK - RES 15.00 n Project:. Type of inspect'6kn:..' ort_ Address: , / 05 Date called: 81 1 ' q 1 Special instructions: Date wanted: ID/ Requester: 01 .1 ,1„ . Phone No.: 744 .. , 3 [ proved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit D O � ;(o "4 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188111 433670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: _.....,... ... .. �a_..« t+: xo'? i..ks�.iei.;a &��i {.:t' ^cF.'w;?S ti,.j- .,d..e.3+•i�i Project_ D 5.S . Type of inspectiori:I ti A L f Ir 1. i S Date called: ? ...is _ Date wanted: ,g Q —7 a.m. b ' g a 1 p.m. Special instructions: Requester: KOLF Phone No.: 2_41 _ sz9. INSPECTION RECORD y' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Li Approved per applicable codes. I PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: ea-V1 Q cr2. ep&LE (4.A- 1-JO/LA-t L. xi— . 2- 11.- erAVE Usr r M S r ►J C itA.A4 L Inspedtor: (Z) _ Date: 015 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ` Tr Type of insp tion: c=iL1 oc . Date called: JSutA -ti"0I Address: '363 cf, H. S Special instructions: Date wanted: '' \/ 7 m. Requester: F Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: Date: Cam'` 3/51 Approved per applicable codes. ,tit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project: .-- to, 1 R� Type of inspection: t'Ir)&l � '�JU t' 1 Address: 1.-c63 � A v {� Date called: Special instructions: Polk) -o Roo - 01V I 5 � L4 Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I ✓I Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date: $42.00 REINSiPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P cr iz . TYPL insztt: 01/4.5 ItkVi A res§; 5 40 to) s Date called: 10 — 2g , 9 Special instructions: Date wanted: 10 - 2. - % Pn. Requester: FAL. r t-f Phone No.: p4 6 7 INSPECTION NO. Approved per applicable codes. 16.1110...* INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 COMMENTS: Corrections required prior to approval. Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. ,Call to schedule reinspection. Receipt No.: Date: Project: Kit...-. Type of inspecdn" , t Toki Address: 13015 ,1 O (AV. c .. pate called: i/ I g G ke Special instructions: Date wanted: 10 i 2) i ( ^ ` p.m. Requester: V Pi e...- Phone No.: Z,' J t J ^ s z m `}A pproved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project Type of inspectionrg, ^^ ,N 67 dr Ls: LI O A`' S +/ Date called: t10 _ 15 - 7!d � Special instructions: ( i1 . Date wanted: t a.!: ' /� p.m. Requester: K 05.5 Phone No.: 2..(4 /1 — 5z X . Approved per applicable codes. . 44.0470. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Souihc lvd., #100, Tukwila, WA 98188 I I COMMENTS: Inspector: Date: yo $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. .,ra... e • •.Kea. • f . ..L. ..y_ ProjectRgit� Rr�.a• . ftedgnsNceitirvioei Date called: res Special instructions: Date wantec - _ 5( W a. Requester: R ^ L P r t ,..�. Phone No.: 21 II 1 /_ _ 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C,MMENTS: Inspector: rt Date: L & 9 I Approved per applicable codes.. INSPECTION RECORD Retain a copy with permit S9(0 - 0132. / ; t - i�t PERMIT NO. / (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspect on p fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project:R • Type of i soa�N117.4'h dyes 4o Av s Date called: CI_ 3...9 r to Special instructions: Date wanted( Requester: g Lp ,./ FLAT /v Phone No.:2 f �i _ 52 j [Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I 0 596 -0132 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: G ,z)- I Date:9 (q f ;t, $42.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Y', COMMENTS: Type of insp cti n:, i\ITI f - w ILL Ao0 MP of tJ c,k.... pN0i16(6-7 f Rla - ' I ,Pr(— AT 1Z1 Cs-1 C g.-c' pl.,A tc�\ ems.. p.m. Requester: �ec,-.), Phone No.: , • 4 93 Project: f Type of insp cti n:, Address: l3 053 . a%).• . S. called: g iL Special instructions: Date wanted: 8/ /9 p.m. Requester: �ec,-.), Phone No.: , • 4 93 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 LIKL6pproved per applicable codes. INSPECTION NO. INSPECTION RECORD Retain a copy with permit I ,LPG• 013.2 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: G.-1 Sc., Date: h l0 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: F j `) , t • ��, Type of inspection 1)03 S Date called: 8 „ . _ 1 � �! 8 „ . _ 1 _ 9 1 Special instructions: , ,. • ,.., Date wanted: . t 11 - t c �� . p.m. Requester: Phone No.: 241 _c5z9a f+it iR? R%t B% -o3z/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r (206) 431 -3670 IFI 1 INSPECTION NO. Approved per applicable codes. [ Corrections required prior to approval. COMMENTS: Inspector: INSPECTION RECORD 0 Retain a copy with permit Date: $42.00 REINSPECTI • ". FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southc ter Blvd.. Suite 100. Call to schedule reinspection. Receipt No.: Date: y _ . Y� fV 4tik.i'.{ 5./„W.+j.+T . n41.w r: 1 N0 City of Tukwila Fire Department Project Name iso\ EL e - Address \ SQ33 4b AU S TUKWILA FIRS DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fine Chief Permit No. '"I(D`L J 1 32- Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S75-4404 • Fax (206) 575 r k•• k• k4• k• k4• k. 4. 4. k• 4• k• k• 4• k• k• kk• k: k• k• k: l•• k: k'(• k" k• k• 4: k• k: k• kk: ky: 4. k.• k• k• k• k i. .F . .. • k." k• k• k• r• k• 4 44kk *..k•A :;..k•k.k.k.4.4k :4•k4•t•4 ,44 I hereby accept this permit and agree to it all applicable a t'. �n' o - e� t abide , a c. ic. ::. of !-k;c. City of TUi'.wila Municipal Code. We agree that the Cirt' of Tuwi is shall be held harmless for all or any claims arising as a result of this project. Permits which have lapsed beyond the expiration date shall require a re-application and re i : nuance of the permit through the .: i tti/ at an a d d i t i o n a l fee. THE APPLICANT MUST NOTIF'r'- _THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORD. AT LEAST 24 HOUR'' IN' ADVANCE. TO SCHEDULE IN'SPECTION CALL 433-0179. L2 k 44 4 Authorized Permit („enter 'Signature •k••k k•k•k•k•k•k•k•k k• 4• k• k• k•k•.k•k•k *•k•4•k•a•k•k•k•k'k •k:4•1•'k k-4•k* k•4 k k .k•4•4"k. *•k•k% k.-4'4' -k•k k•k•k k •k k•k •k I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the protect approved herein. Permit No: Status: Project: Address: Location: Parcel #: Wetlands: _Contractor: ROLF JOHN FLATEN LAND ALTERING PW96 -01 3 ISSUED FLATEN NEW 'SFR 13053 4 0 AV S 13053 40 AV S0 LOT 2 OF HP.USER SHORT PLAT L97-0099 734060 -0907 TENANT FLATEN ROLF 13053 40 AV S. TUt.WIL A. .WA 90130 OWNER HOUSER PAUL W PO BOX 59 RENTON WA 93057 CONTRACTOR ROLF JOHN FLATEN. • ' 4216 'S' 1.73 ST, SEATTLE. WA 931 •k •k 4 .k •k :4 :4 'k 'k 'k :4 '.4 '4 k 'k 'k 'k •k •4 .k •k 'k 'k k :4 4• •4 •k '.4 •k '. . k '4 •4 :4 .4 •4 •k '4 'k .4 'k Additional Description LAND ALTERING. FOR NEW SFR PER JJS PHONE CONVERSATION WITH ROLF FLATEN ON 7/01/96 THE CUTS WILL BE APPROX. 12" TO 1 WHICH' BASED ON THE PROPOSED SFR SO FOOTAGE OF THE.':HOU'SE: 1853 FT r 399 5O FT FOR THE GARAGE AMOUNT TO APPROX. 70 CU ' YD'S . ALL OIR'r WILL STAY ON THE SITE, THERE WILL BE NO HAULING. Grading/fill (Yards)-Cut: 70 Fill: Permit Fee: Plan Check Fee: �Jti Total fees: 22.50 1,.5. 0O • 50 F i n a l Inspection Approved By: Issued: 0.f . 22_. 1 996 Approval Letter: 07/01/1996 Expires: 01.13.'19.97 Watercourse: Slopes: License No.: FLATER:J3 34L R Phone: (2O6) Phone: ' _55 -7445 Phone: :?06 244-5293 33 '4'444 k'k'k'4'k :4'k k•k 4'4• :44.4 R'4 y' 4 A 4 4 •4 .4 4.4 4 k DateT Tot Account No: 000/122.100 Ac.c No: 000/34.5.330 Account No: 000/386.904 Valuation: .00 •k '4 ,. 4 :4• 'k 4' .4 •k 'k •k k 'k •k '4 :4 .k :4 .4 4 .4 .4 .4 :4• ' k ; 4 •4 ;4 •k ;4• 'd •4. 4 �q •k ;k '.!• ;4• •,4 :k 'k 'k ' +' :k k '4 'k 4 •4 :4 'k ' 'x •i• i• :4' •k •k 4 •k : k •4 •4 •* •k 'k 'k '. 4 '4 •4 . : •4 .4 .4 'h I hereby certify that I have read and this per :Di+, and know • the =same to be true and Correct. All provisions of law and-ordinances !7C7`jker nin9 this work w i l l be 'complied with whether'' specified herein' or not. The granting of t h i s permit' does not presume to g i v e authority to v i o l a t e or . is ani: e , the p r o v i s i o n s of any other _state or local laws regulating con' t:'uOt i lkn or the performance of work. I am authorized to sign for and obtain this Land Altering permit. rer•mit shall become null and void if the work is not commenced with in 180 da s from the.date of i;,suan+:e.o;' if the work is suspended or abandoned for a period of 1 30 'days from the last i n s p e c t i o n . THE APPLICANT MUST NOTIFY' THE CITY INSPECTOR OF COMENCEMENT AND COMPLETION OF WORD. AT LEA- ' 2 4 J+91.-.1?•5- •4.N AD ANCE'. FOR. AN INSPECTION CALL 433-0179. Signature: Date: T 2 - / Z ' f •4 k '4 '4 •k •4 •k ;4 •k :4 k 'k •k •4 .k 4 ' ' •ri . k . 4 •4 'k •k '4 •k •k ' 4 4 4 'k •k '4 ' k 'k •k :4 '44 •4 4 4. •4 4 4 'k 'k k 'k .4 k ; 4 .k • k .4 •4 '4 '4 . k '4 . 4 .4 .4 •k 4 .k /9 4 ' 4 .4 'k 4. 4 •4 • 4 4 4 APPROVED FOR ISSUANCE: JJS `wn -L Xo 70 Authorized Permit Center 'Signature •k •k 'k :4 'k '4 •k '4 ;4 'k 'k •k 'k •k 'k •4 '4• 'k 'k •k 'k •k :4 k 'k 4 'k 'k 'k 'k :4 'k 'k 'k 'k 'k 'a 'k :4 •4 •k •4 4 'k '4 'k 'k .k . •k •4• '4 'k 'k •k 4 'k 4 .4• •k ;4 •4 •w '4 •4 4 'k '4 4 .4 •4 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and c o n d i t i o n s for t h i s project approved herein. Address: 13053 40 AV S Suite: Tenant: FLATEU ROLF Status: ISSUED Type: PW-LA Applied: 07/03/1996 Parcel #: 734060-0907 Issued: 07/22/1996 A44-11k*****AA****41tlekk.k**%******.b***klekAk Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business .to prevent sedimentation off- site or into existingstayini,drinage,:facities. 2. The site shall have RerManent erczion cont rol metl :vures in place as soon as4tossibleafter final oradina been -- completed and DY ior to the Final Inspection CITY OF TUKWILA Permit '4o: PW96-0133 4 TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: July 1, 1996 SUBJECT: Flaten New SFR Lot 2 of Hauser Short Plat L92 -0099 13053 40th Ave S Project No. P96 -0049 Plan. Check No.B96- 0132; Activity Nos. PW96 -0182 & PW96 -0183 Contact Person: Rolf Flaten Phone No. (206)244 -5293 isvu-Q. VVI104, THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON July 1, 1996: City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION Storm Drainage Land Altering cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) W4t4Sest SWAT FLAT FILE P&J Ross A. Eamst, P. E, Director Permit Fee $ 25.00 37.50 Total: $ 62.50 John W. Rants, Mayor Two copies of confirmed Utility Permit Application Form with plan are attached for inclusion in the permit file. If any questions, please advice. JSS /jjs Attachments a/s 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Far (206) 4313665 • X. pz...vs-rwl. cr , CI \ 20 -0 OT #2 — 7/vs - molt ao°,90 00 E — ! a NORTH SCALE: 1"=20' 5 -SPE SA1: - BUILT" FoR OX. 6 "ss Ex46 Lcz4 oF s-rzAz APPROVED PER PUBLIC INC3 !. :TER DATED / / fLJ 7a 4 voyigti 1 CITY OF TUMILA APPROVED JUL 131996 AS NOTED BUILDING DIVIel RECEIVED CITY TUKWILA MAY ' 1996 7ERNT CENTEF : ; E E Y: ,.. . TIF . ; ::. T ► HA V ; : .. I, APPLI.TI ON' < tN AND.. E AME . 8 T E 4l�Li< CORRECT : .::..... CA .. ..................:...::....... .............. .......:..:. .:..........:...: Tel ..... • �`.�'ploll. .::.:::..::.:,:.::....::.,.. Appllcant/Authori ed _gent Signature: - G ..Contact Person • .e• , .) _ (print name :: ' t /a7 ° Print Name: i(c - % :. l • /F',1 N Address '6 /'7 3 J/ -:-", 0 , a (• • j Z c *'/ • Date: cj /YZ,r r q Phone: ? 9 -.5-2/-' : - :1 Phone: ,--Z. -5/1:3 f Date Applicatiorr'Accepted _ Date Application Expires: 1 `Site Address: /30 S 3 </U r ' r /Lie ,. �NF RMA;7M Name of Project: 'rr I? F I ;• r , "?..)LL I P y °Property Owner: '/••- / ' r. / ( o t ') -Street Address: ,;'/6 /7'r` j/ 5va//c Engineer: £!l (?11 1 c 0 rte• 'Street Address:" /. 0/6 ; (/ 1) �� r v t, - i 1 i'( v ' t o Contractor: UEST ED<>< ❑ Roc, - o(82 ❑ P� q6 -o1$3 ❑ 7(0119 �: City of ?irk 'la Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 - Street Address: , I 1 I "7 fl UTILITY PERMIT APPLICATION PIN96 -o02 Pwg6 -oi83 -King It.. w- -__ -_- Acct ..- Y/ /1 /_ , ) L k.)�7� J License r. .I.ri i _ _ i i l u'. I.TS'' <> > ❑ Channelization/Striping/Signing Curb Cut/Access/Sidewalk Fire Loop/Hydr. (main to vault) - No.: Sizes: Flood Zone Control Hauling Land Altering L_ cubic yards Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer - No.: Name: 1 o If-' h /cr fi�i Street Address: (6 / '/.� Name: Street Address: �.•l �.� C9"'Water Chewer ❑ Metro ❑ Standby ;DESCRIPTION; >OF PROJECT< ❑ Single - Family Residential ❑ Multiple- Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments No. of Units: ❑ Commercial/Industrial :: >•<: ;:; : >:::: »:::: >; :::.::::, i' >:-: 0 New Building >MISC.ELLANE <INFORMATION €> Square p: :: :,, :.,.....:.......... Footage: King County Assessor's valuation of existing structures: $ ❑ Motel ❑ Office ❑ Retail ❑ Tri lex ❑ Condominiums ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition I Applicatr^n lb% - 013 2 Phone: (206) 4310179 Phone No.: . - - `/ City /State/Zip: .' / 'k Phone No.: 25/5 3`k y Cit /State/ZI . : r/// 4 Phone No.: City /State/Zip: `/` fl / ❑ Sewer Main Extension ❑ Private ❑ Pubiic $ • Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.: — Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No.: _ Sizes• ❑ Water Meter/ Temporary: - No.: Sizes• Estimated quantity: Schedule: ❑ Other: Phone No.: 4 :-7L'K ,5 .5? City / State/Zip: le14 6 4 ' • . =' .� Phone No.: City / State/Zip: ❑ Other: ❑ Church ❑ School/College ❑ Hospital ❑ Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ RI=,C1IVFf MAY lb lyyb TUKWILA n varsity 04/22/92 CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name /Address /Phone: Agent or Contact Person /Name /Phone: ;t::.,, .,...a. -�... ; s^ ra. �r,.,:.,, w.•,,.,. arx' v+^...: v.+„ r...; ov :: ".,;..;s:•.�un.�;?�s�•:, l ._)l • ) Site Address (Attach map and legal description showing hydrant location & size of main): / 30 5 J - j`O -- 'i e. CA..) 1 2. This certificate is submitted as part of an application for: I.1H Residential Building Permit ❑ Preliminary Plat Cl Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other: 3. Estimated number of service connections and meter size(s):. E 4. Vehicular distance from nearest hydrant to the closest point of structure: / 7, " ft. 5. Minimum needs of development for fire flows: /mo gpm at a residual pressure of 20 psi. Source of minimum flow requirement: ❑ Fire Marshal ❑ Developer's Engineer ❑ City ❑ Insurance Underwriter ❑ Utility ❑ Other 6. Area is served by: 1V4,`f' i-b ;'"r :J (Utility) PROJECT # ::r 4 I 3 (Reverse side to be completed by water utility and governing jurisdiction) c Owner /Agent's Signature: Date: S -- / ( 7 1- 11 06/09/94 JUN 04 '96 03: 43P11 TUK4IILA DCDVPN ` t PART B: (TO BE COMPLETBY WATER UTILITY) 1. The proposed project is located within 1 11...+_ __+ _ '_ (City /Ceutnty) 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 2rs Z ' - gprn at 20 psi residual for a duration of 2 hours at a velocity of 2 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. Date Agency /Phone 9 `e2. By PART C; (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one ❑ Acceptable service can be provided to this project. © Acceptable service cannot be provided to this project unless the improvements listed in item #C2 are met. • • ❑ System isn't capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) Agency/Phorte By Date P. 3(3 06/09/94 AMENDED JOINT MAINTENANCE AGREEMENT Notice is hereby given that fotzu L kJ Z./ 4 A- V NOG/ S 2 , owners of the following described tract(s) of land; Parcel (Lot) A: Parcel (Lot) B: Parcel (Lot) C: Parcel (Lot) D: Lots 1, 2, 3, and 4 of Tukwila Short Subdivision # L1,2 CO , as shown on the survey map recorded under King County recording number do hereby establish this Agreement and convey unto all present and future owners, their heirs and assigns, of all or any of the foregoing described tract(s) of land, the maintenance of the easement(s) granted and conveyed in Tukwila Short Subdivision #L92 -007 described below. 1. Sewer Line. It is agreed that the cost of any repair or maintenance for the 2" sewer lines shall be the responsibility of the individual owner, and that the cost of any repair or maintenance for the 6" sewer line shall be the joint responsibility of all parties. 2. Water Line: It is agreed that it shall be the joint responsibility of all parties to pay the cost of any repair or maintenance of the water line. 3. IN. • z - - Is :um iv" • ; eit A / 4 : p • • - tt Stormwater: It is • agreed that the � cost of any repair • or maintenance for the storm drainage shall be the joint responsibility of all parties, except that the owners of any lower parcels_ 1 not be responsible for the part of the storm drainage pipe above their connection, This Agreement shall be binding upon all present and future owners of the parcels created uncthe aforementioned document. (. • P-44� vJ Owner(s ignature(s) See attached legal description. See attached legal description. See attached legal description. See attached legal description. OR (print) 8•/'/ 9.s' ,T / /V% 9 s� Date Y//44 ' 4 _1: •-■:: RAINAGE; t'r "' 3I; AIR.' LEON . CN. IEON TARY ' .v SOUTH LINE OF C.C. LEWIS DONATION CLAIM 11 Fre. CONC. MON. ! lit W /IRA" PIN - • sRECORDING CERTIFICATE jrIRECORDING No s1 r .. Flied for, record this 11 11 )y of , 19 • at M. In Book of Surveys. page_ at the request of Eugene Aaroe. DIVISION OF RECORDS AND ELECTIONS Manager ■' N O° 0 z h r` Supt. of Records CONC. MON. W/QRASS PIN -SET 9 _ SET i PEHAR WAD. CAP I TY?. I CEE R.O.S. IN BOOK 88 OF SURVEYS . PG. 272 REC. NO. 9208269015 EAST 1361.70' LOT 3 H - 1340 - �o�r � ss� 13051 w 9- I ses' +e'' 'IJ' YtoJI'�lHr 13 1�.7!' X 1.1 1 - '`� ? d2' n STREA 6) P EASEMENT • � �r•ie. — - -- 201.63' 396.48' PRO. - -- - - - - - -- - 20%00 - - - -- - - - - -- -- 1 lb ACCESS FOR LO EASEME • it (3' • WEST 361.63' SURVEYOR'S CERTIFICATE /Z� ? 0 I9 -" This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of Paul W. Houser In 'Dec:, 1994. . r i` ` %t' -:::',.--,Li ' i AAROE &•ASSOCIATES . 16016 AMBAUM BLVD. S. - SEATTLE, WASHINGTON 98148 Phone: 243 -5889 EXISTING EASEMENT FOR INGRESS AND EGRESS 10' WATER LINE EASEMENT tSE.MENT LOT2 - 3gpb 0 -1 Z` . 13o 53 WEST FOR STORM DRAINAGE . AND - ? 75.00r z il Eugene Aaroe, P.L.S., Certificate No. 6012 : " =r 'i -r•zr."' Orrecl field mensarenien's or -r- meld! nsinq Wild 116 lheodolile and Geodimeler 2IG EDM. Survey ocew ccr meets or !zee is WAC 332 - 130 -0 °0. 85.00' : 20' - aop u7 Iv 1 1769• • LOT 131-tobo -.09oa 15055 10 ikv� 185.17' SANITARY SEWER N N . 85.00' ._ I CONC. . 4,ON. W /BRASS PIN -SE In the • • 35' JAN 0 2 1996 COMMUNITY nFVFI r 1pIUFAIT ASSU'.£D MERI;:,a;N FRO.: FROPORTIONED DISTANCE HOUSER SHORT PLAT NO. L92 -0099 NE1/4 OF NW 1 / 4 OF SEC. 15 - 23 - CITY OF TUKW I LA, KING COUNTY, WASHINGTON schtb �t�ED ONE SHEET ONL. Hof: LEGAL DESCRIPTION SCALE: 1' -20' DATUFI VAL VUE SEILItri DISTffICT. TOTAL PARCEL: TI IE SOUTH HALF OF TI 1E NORTH I IALF OF TRACT 59, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO TI IE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR WIDENING OF 40TH AVE. S. BY DEED RECORDED UNDER RECORDING NO. 5703441. VICINITY MAP 0 a N 90'00'00" E •`t"''"'` t a 1 i5 `10111 (A WS. l ,salt This dda le M1al. Ic le salt H cpp K nets/es at t r/ pen tbdrddt, denim to pommel ado K reeds. KtMlt psr todl.s • r 1 _ -__ 1 -- 361.70' r- CIJnsTnuCT 1T!1ronRn' LOT 4 - cnNSmualnn Inman tD a, L2 ACE Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #B96 -0132 (512) Re: Flaten, Rolf - 13053 40th Avenue South June 5, 1996 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number 2 Yours truly, cc: TFD file ncd WIMPS City of Tukwila Fire Department adopted Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Preven on 5 Bureau John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 9U 1 m, 4. , Fil 1,1 ° 0o 1 SE i ` -Q & 1 I1 20-D Al 2- #2 OT NORTH 1 SCALE: 1 " =20' 6 „ 6 0 57 5EE $WT. c / - " 5 gu /AT " ioe 4: 6 "5S FACT L,p4 -7/on) OF n--le SD 57 • APPROVED PER PUBLIC WORKS LI=T ER DATED �� ./ (9% PH 96 3 I CITY OF TUKWILA APPROVED JUL 1 8 1996 AS NOTED BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 1 5 1996 PERMIT CENTER • 4 10 t)c. won WI A. %Oiedfr • . yr 1.110 - 71 eav oo 4001• r c; NORTH SCALE: 1"=20' (,"5b 57118 SEE 5,07 :(.6 "SS APPROVED PER PUBLIC WORKS t_r:TTER DATED P/4 ?a, -0/82 -04.3 _v5 BwAr" PoE &OCT A 71-te 5L s - t c2 CID JUI A BUILD RECEI CITY OF 1 MAY 1 PERMIT , • 1, ( t� ;, �., .A.• .•Q.;,. .. f'b rs r: ', { �t' t �y i taL. r 7 •f.i.4 :•i • •••••;:...t +'� S G Fi •ii 0 t . .,...,11 ;ti..•' • :a .: '. T; .. •5••:•• •. ■ n- �• Ttk.; +�t..i 5 7 �.'{' y t � ,; . r �`:r i :;! },, . . 1 ,.. ,. ;.ft <..• , 7•, I t•.:�s�C; �t•.i•.r . f" wC �.' %! a. .1•1;',„:: t "r!ti. � ! ..,�XPIR ,'DAT, , ; 1 r'• ; w.! ', ) . Is , . l ' il• 7 1 'C•. ' ' , i : , .,..4 � S 7 l • �• fi 1 2'�1,/ •f ._i y 7. rl.s�•J °:;% :i�'�I�r(•.• t"' :� •! .< !! '. rt • yr"I''i • . }.fy 'f� ••.�, •):fr , . 1 1 l i. C eS' • •' �•i ' j • - a U \ .. 'f' f 4i a.v l i •% Ti } .0 4i ;it ••••It• • +v. : ..I •:� 71 �• • w w ••1 ' n. "* ,, -� pl • • : • ti k +.:1,•.! ••1 �.)i; 1.. ;... r ...• y •• , N . r . ••. • .1 (. + H r I• .. . 1 • S s f ,p • j... •7 (.. • +)~ f :et •, ti t 11 " rJ • } J• ',r I � •�• ••• . : f L � `L F I r.• ./•.•'i •• T VI SIGNATURE ISSUED BY DEPARTM �M d 7. • • • ;r left elev. 1/8" TCR4NE DESIGN INC HAS TAKEN'EsVERY EFFORT . 1 TO INSURE THE ACCURACY OF THE I DRAWINGS I-IOWEVER IT IS THE ' 110F THE C.;ONTR-ACTOR TO CHECK AND. ' ALL DIMENSIONS AND CONDITIONS. FRIOR.,T T CONSTRUCiloN. . WILDER BI-4ALL PROVIDE THREE MONTH 'ETCHED TRACK RADON MONITER WITH INSTILLATION INSTRUCTIONS AND RADON INFORMATION SHEETS AT FINAL INSPECTION ( & 0 3 Is SEPARATE P REQUIRE Let Dr B,LECTRICAL Lep ikr&AS PIPING C:71 OF TUKWILA BUILDING DIVISION front elev. I/4" — To We 2 AISOVE Rao, Wm.+ /0 1. r RA C RANE DESI SHALL WE NOTIFIED OF ANY CHANOE DUE TO CONDITIONS, ON SITEII CONTRACTOR TO CHECK AND VERIFY" BOIL AND SLOPE CONDITIONS PRIOR TO CONSTRUCTION NOTE, right elev. PY I under, e1 010.1 the Pt n Ueda:, -- a subject to errors and minions ani cf plans goes not wombs lite Violation of any ?Eel coda an warm ars of c Date 7-2 l 2 15 SEISMIC ZONE: 3 II WIND SEED: SO mph I I WIND ExFoeurs, 1-3 ! CC .CURANCY: R.3/LI I I NOUSE NUMBER OR ADDRESS TO BE POSTED AND PLAINLY VISIBLE FROM STREET FRONTING STRUCTURE REVISIONS NO CHANGES SHALL BE MADE TO /4 THE SCOPE OF WORK WITHOUT PRIOR 0 ,1 APPROVAL OF TUKWILA BUILDING DIVISION. !-- ''''' :tutrarr ' An===,,TTT L 1.fri: 1:19A1 , floht ;Ili I CITY OF TAIA SAYERS JUL 1 61996 crrPOriuEgfiLA AS MOIL MAY 1 51996 3 DING 01VM PERMIT CENTER EvE. erre. x115 p " 4=411 ' gr ' neK ' nCsIGN 1 Xi! in..' comenAceom 44idlOTeitiOalreWs /...,DeetensAmngemenIcOrawIngeontlilenA MOM101,11. Work Frof1.01.0w. Ov..1 iv. The Prone, el two © and UO 0111110.1Work Prod.. . w ..noaronspecnpmoci OM. PyrChs.r, and ;palls of one euitain,,.Anv um Rouge of 04cloaurn 01 Ilaprotl.110.104.006■011And. Anansemonte01.71...r., Ng:gn itStrktlyNor.e080.,...11.WrItten el Gan. D... Plan No. 111388 8 AocEE 24,54 2a-AP1 4L4 NC7OK 0 N 0 L.,7-•■••27CIN a5 •21.1 , '• 9.44 '40< l'...17•4 PAN 40,4•• 0 50.. (I-2 arcane, 0 ma-, 03 Os...2 o 12222CO1 (5 S /21 1 1.94CLZ . 4.2...5E FAN WITH • C' ',UR 7 ,11 =TO- 401 2112M ANC U4.MERCA M OOR :knat AIR 2 244,444.44444,440 WoffellSaa• 0' 43=c 4 " s/5, t11611-11 1 GARAGE v41,F4 rt.e r-- IN(9-0132 main floor plan I/4" 4°,5' ONO OHO 0 UlalfTr*TAHr CO-11-130304 tAzu 'T ) NOTE:' (Th EFE TO 91453T 5-34 FOR NUME3EID REFERNICE. GENERAL .NOTES • .• . faxd a.. Of•a! • ,La a 4 laraea•••••• Ea, 4Is 2. etoofe. • Com85.0 4e•11 4nen0k. 80 404004 ceatauvat,an. • 444 2hosta 5-1 Strelseil 5-4 (or conetruseco 40 .112r. npecicam.mas. • All Interior 04114 aver 3. r•fer 1.1 40. 404..00 21 • O... 0 440,044 010 ol Is rogulrastal 'au 3044. • CO Ictat. un4ar 41154,11141 . Loa'!, cif evor 5•••42 6 :Fat 0* 0% .t.a.k.av, mega 1444A of •04.1 4,454) 4101 nag :45•44.44 •41,21 a la, at ,41,29 • All 2.122 runt amend 34, 00. .1.0•4 4ls001:710 egr ••1I1006 rep aro nute. SMOKE DETECTOF SMCK.F. OBTECYDR9 TO BE INSTALLED I N ALL HABITABLE ROOM. ALONG 111/T1-I DEM:TORE CENTRALLY LOCATED ON AL FLOORS. HOT WIRED 0 INTEROONNECTED WITH BATTERY PACK-UP NOTE.- TO SHEET. FOR 1 ,1 1 Ci• • • NOrEE• 4, ALL 510-2152R e4cLose,,,,:: DR. TO Cl/EN CUT IS NOT SLIDE/C. ILO BE 54/TV GLABE ?H- riAw /0071 014 1: FL-.44,. 544 4,40<440 - 1.01334-L3,,,,,r03 , 1803 S. Fr I. ALLEX DOORS TO SE 6 E1151-1 • 00E51114) lP4LEES 40130 011-IEMISE 2 ETBRIOR DOCIES TO ##AY3 MAY •215522 •'6TEPS 31314 Mk 36 DEEP LANCING PER EEC. 00410 0250. 1 . 4 . 0 OAS 3. PROVIDE • ALL CONCEALEO DRAFT CEPB4INGS PER EEC. 10E1 11130. POET CP. 4 00240, 0300 70 PROTECT 45, 14AIER 110425:5 4 PaRMACE n5541CLEE APPROVED JUL 1 U 1996 AS NOTE BOLDING DI ON T4A1 Tz,nr CITY MAY 1 5 1996 PERMIT CENTER esioneAmnaentome,Dravrinoaneftnaseao•nonmismnam• noomana044504An0 and U100 This Said Wt. P01u4 1,1.440 To•S/441••Prols• 011•• narAn0144.4 conennwen 0200 115044,4,4 $4080201 RapodunioluiPatkastaatel.dIO, ana.orasatodnarThanCaanoDa.ntaSenatararankataatfy LoarianotalMoWylaanhasireital a Grana.a. Pion NO. 111389 CRANE DESIGN, INC. RESERVES ALL LEGAL AIGH NE TO MATERIAL ON THIS SHEET —• SUBJECT TO CRIMINAL PROSECUTION. t8.5oionA9:T§Iiiii0E4-'74,A(904nsoqs Shell Bp Phe9ke,q;Arj.CVP:r TI0421 L7 ITTI F,/5N Pt42 I Eta CALInL.P5vP52 r'1 JY2IST, 55-0' IT — FLOOR FRAMING PLAN 1/4" . 71L 04;4,01 -ra • \ . r c-7 TOO. Cr00. - • r I , 1 ir:7 ' • e". £.- at - C yL k8 ML .- _MIL_ 1,11 0.116,,1 - - - ItoILCI Cr YCINsCJO Ojf 045 .045. 0 ra.. , N.M. •omr...,..,-/ ,MZ-to.' s,,,, ,,■el. ..1 fr ,L.,,,° _,,,,r no 1 ..., , ...,,, 1 555 CM tr il 1 _/.dI.._ u) a.: VERTICAL WALL TO WALL CONN. v ` 1---- Cs 'AA hosiers to bo: Z exa• 12 OF or Axe' NI OF Lay stoowAID) 0 Unless otherwiss noted. 5 'All ajdorlor & garkle warm walls to ba 2x6 studs. •Contracici Shall check and 'redly all dimensions § prior to constnstion. •Gutters &- downspouts to ea provrJed as rsquaw) i d. ' by xdo. ...". ' 6. ) : •DoubIo joist under' all par 5010 10 malls ;11 ,... E-cr 105-S !hada nd Mach ova. vaJtft,,,M7 01 spNN bmanm) 0,0 )11010 toMeNi or withiNl .".",., .7,111,1• NEdfm butweta r AS pa,.s. „,,LA a“..7,1 ,:■i, .1,, i ■ '., .1 L:i1:):i1 ENMMIM fur washers and auto. J GENERAL NOTES 5, COY OF TUKWILA APPROVED JUL 1 8 1996 AS ROTE BUILDING DI RECEIVED CITY MAY 1 5 1996 PERMIT CENTER COPYRIGHTLD 0 1 T• 1 F[1 I,'” to Cr OAF Btp 4 TT a. 4 rk• - 1 , - o --,__ I !-- - — -- 1 i L .._.1 -----\ . /— upper floor plan I/4” GENERAL NOTES • ALL .-.F.,:nots r BB • OF1 Ca3 OINL , (TAG TIUT(AALLS) • ALL EXTERIOR s GARAGE RA, WALLS - 0 ME RS STUDS. • CO,TrA01 SHALL CLEO< AND YERFT ALL DIMENSIONS PeROR TO CONSIRIOTION- Fps coNSIBIDOTION AHD NAILING SPECIFICATIONS. • AL- AMERIoR WALLS OVER 5/-0 MO TO ITT TOES WALL BRET S-3 • 60105 84 DOWASPOUTS TO BE PROVIDED AS 1.0. BY CODE. • DBL JoIST INDER ALL PARALLEL BALLS elf over SLIM of 6.-0 Plat ncrt re. awe DAIS reek. or vrocmI Bo.. AND ‘AIL ,GEhRR IVITFI A Itece AT 514C01ERIN0 BERRIEN MEMBERS, • ALL EDLTs FOCI 50010 3/01 PR ASO. DOUBLE OR SINGLE 111(08 L..5 POR WASHERS AND MITS. SMOKE DETECTOR". SMOKE DETECTORS TO BE INSTALLED IN ALL I4AEITABLE ROOMS. ALONG DETECTORS CENTRALLY LOCATED ON ALL LOORS. NOT LURED INTERCONNECTED WITH BATTERY EACKA.IP suaU moo ALL OPPORIOSS P111.1.1 TO cOrSTRUCt NOTE: ry REFER To. SHEET S-34 FOR \.._../ NUMBERED REFERNGE. ,j,.......„..... I NOTE: 0 R.FFER TO SF4EF■ S. 4' , I7A,AEL. 14AILII. "P'---r4..0 . CEY OF TUKYALA APPROVED JUL 18 1996 AS 1101* BUILDING DIVIBI N COY OF MAY 15 1996 PERMIT CENTER ASIR. OterisRAASIRoment5OrawrosonelPIIASSat PAPS. TIRSIBRAR RADRIMNIL PRO. 0110p55 tR60 l areemPlorwraeOreeeressrsv. And uoroonto SAW WorisProtlusl le LIBIlwiToSSROMON105001Tna PArAups end Poe TIRCARIrsolian Oi OurS5RAR IJAARRLeReerreprr Of C ERIPIAAARepoduOlormIders Plan No. 111398 Drawn BA, Data 11-19-86 Shoat 4 5 1• to 8"5"/Ism ie- Sre. .„ (TY"' L''5TYA. I 2 v 5 -4 L.P 4. L. 4 .e.," 5 / Ar. CA...) I H I u,-/- ` ; fl 1 BRELIEBVIMMBNOBI =. OR. I / Fir F -4 I 1.74 - 340c a< O.,' r•ryt to..VENI Art SI. C4 • CT s? to cl ZOCATO oex t3",/c.” agagINEWSPSOINIMOILAAAIIMANDOI 1210 Ni C.L.rre.... I ■,`"_ .1: .1•• -43 '-a" foundation plan 1/4" Kavue roe. lvnem Cawc. Se-AS GR,Aved. Scope Doof At' 2.74EM.714, aleBB i ...J I _ '..3' .-`7-1 5'1" I. ALL FLOOR jO 5 E 2AleAl OR eE CND. 2. E2R122nINCI NOT TO EXCEE-2, PER. SEO...23ex,1 LLe.c. 3. CRAWL SFAC2-2 TO AI:OVIIOE SOIL TO 2,2EAre, 021. !S° SOT. Jcia TYFICAL, CITY OF TUKWILA APPROVED JUL 18 1988 AS 1401 ISLIILOING CITY CF t PERMIT CENTER ;01.4 " A ‘ HtR ' tirfEITFT2F1., " • • I vENTI &'x10' 201-2EENED FOUNDATION VENTS / .61 50 FT. R20, VENT PROVIDE ..KEINENTO. ' CO ET. 1-107 REDUCE V00 IS N'r 10.0. IF 61111. V10.10'0,10 10 1.13E0. 4.49,14/KoKfor AA ' AAA/ FA04, •0; 4 '14 ,.UWA TIMM A V6 Yit3 .rfi gat la tiVtV ekagi a•pr4:44.4;;;CaM1 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. ^^! - 1 -5: -a 5i IJM2*124 REr -ro - n wa k10,1 & r IF CL-1 51 'CONTRACTOR NOTE - 2)4I, R! P=IERS L°. 04- O.G. (VAIILTFo) GICo. JOIST:. O- 4' O,G. -r' — 2x00 la LL S G' ',Lq G: I zcoF 1 fG -I -TYF C �TF i PAYS - ATTIC VENTILATION CALCULATIONS _ Tow, dvWz 77`l x REWIRED w /�= lea ced new 310 '1s J6GLS c <I A8 1-01x. (pre w 136 Fav� xq'70 <Il�h �Fn �! i e JKei =e?1b (072P -EAVE VENTING TO PROVIDE 47in2 PER LINEAL FOOT (PLF) -RIDGE VENT TO PROVIDE 18in2 PER LINEAL FOOT -ROOF LACKS TO PROVIDE G4in2 EACH MIN. .24' =45Sin2 -ROUND GABLE END VENTS TO PROVIDE THE FOLLOWING In2 (MIN.): - l2 Trusses shall be designed by a Washington State licensed slmtlural engineer. Taus design shall be submitted which bears the scamp at the sine. Trusses shall be manufactured In a ptani meeting the requirements at UBC sodlon 3013(e). Earn truss l hear the quality control stamp, as well n mauuladudng plain name and address, shall loading end maximum sparing. MFG. enc.- 400. ROOF FRAMING PLAN 1/4" TRUSS NOTES; ALL TRUSSES Snail carry manul, seamy 8 be Installed & braced to manui. specs Will not be Raid altered without prim BLDG. DEPT. approval or engineering rams. Snag have design details s drawing-, on site for Held Insnaollon. All beams 8 headers le be a a a U.N.o Provide screened blwalno over scrawls. Shaded 2roas - name over. 0 o0, /N L. MFG. ,12U /Xr, e 24c.� wJNL MRA rci%5T - 712U55 Id' ‘ ,ll. , t_n( %1: --Lida PiiA L1;'Tr -G' COPYI iii CITY SF TUM.NIIA APPROVED JUL 181996 AS R(llE BUILDING DIVY51 N RECEIVED CITY cp TUKWILA MAY 1 5 1996 PERMIT CENTER IT H I_fl-I U J U 0 U W 2 ST w A W x m w x H 0 C] Z 0 H U 7 O 0 C;F_D■zooM *2_ ir/ 1-1A,Lt_ 5,6,111 34;;;1 FyrkIoGP _■cal ` -, T` ,--'" 47, 2. V ,9e--- ... ( - t - I .e.W /c, I i CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. PLAN NUMBER 111388 SHEET AtEREV I E f,TfiTiji Si 47 2 L 174 al:2„ it:2E2,h - 10P Cr OcI ! j F • • --,----- --... , -------- _ _i r MFG. TRUSS & RAFTER DETAIL 1-112" t HI I 1--","... - --- - — — — - , 04' i N„. ....... potirrykgrpg• All pirrrslons ShaH Be Chocked eod ,y(Fit !9c(F,riOrjO'q9riptAioon. ----- • EE7 _ 7 , - 25- 5 -1 HTYTIT •55-5T5- I7 17, ' • 1 * I ii . r [ 1 1[ 1 1 1 , TYPICAL STAIR DETAIL - El -- H FE.,17=1",;vr.4 `/ v ; 1 4-rr i?" I , rr, 1-I/ g/s../ El 2/1 CITY OF TUKWILA APPROVED JUL 1 8 199 AS NOTE BUILDING SECTION 1/4" COPY RIGHTt BUILDING DIVIS crrArS3 MAY I 5 1996 PERMIT CENTER 0 It " . 2 F- 0 It ANSIMMENNEgnir CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. GARAGE PLAN 1/4V fl,21 1 ) —/. T 1. ir CL ..GENERAL NOTES ot 6:4' al 16F (40 siodwaas) tiraess ralrenirse Med. 1,11erlarlor 6 goraaa warm wads to be 2,0 muds uonlraClor 4110 chock and verilr danensforla Cr.1111[11.1. > 0000 dnedar walVi over 5,4 roan lo not° QS, Guava down:pools to 6a oravNed at required 6roorla Double Molt/no, all parenerng NOV.' 0,4 that (Id= slack aver woos Lobo or 500,4 ea n:5) and nail toVjelhor wan 161 al 14'0 c wino belvrevn members. nn: tras nwss exvord 1 torn aim:vs.:a or :Inn, n ;or wash. arrd r6a FOUNDATION PLAN 1/4" 4 EAl2_11 Sqb- D1 'CONTRACTOR NOTE — All Dinlonsions 51,111 At:, (Thot:kod And VI,/ Mod Friar 10 Con:Om:lion. L- Co''(:(ft U" rr xac,_ IC_ IC_ST 1 1FRTES NOTES: ALL TRUSSES shell carry ma.l. stamp be Installed &braced lo manul. specs. Will not En 11010 altered wlihnot prior BLDG. DEPT. approval of engineering calcs. Shall have <resign dm. 1, drawings on silo tor Dold Insp.:don. Ali beams P. headers lo be 6 x U.N.O. Provide screened blocking over supports. Shaded areas - frame over. 111388 DATE: REV: 1 - 5 1 ( r_ TIlT II I ' I • h. ‘) F ROOF PLAN 1/4" MA 1 1 f I Al rlfr:11 1) L.1 FRONT ELEVATION 1/4' F CECAL? CITYALRINBRA mi JUL 18199 AS NOT BURRING RAMA L US It lEA , 1Y P IA nr ckTAVISm MAY 1 1996 PERMIT CENTER 5155410 eCi P41 ES ALL LEON. 14 IL, I T SC ltd * 14 05 MAX id • C 14154 _ RERP. DR, ME SET IN GRAvEL cci.t+F 1.-11 ,, 1-7 GRAIL- RAIL INS J'L CT CRC 140 • RR JOIST 3/, TIC, 9.14 , RH. // R-IS BATT 1,M. / JC,ST PER 6L A13 *• " COR-TER D G., U.IITTAN R CR 2.<6.0 Pr HUD RI CLEAR BEAM TO EARTH CLEAR SOTTO JO■ST RT- RO EARN C STEM NOT TIGNOLRG USE C/A rfERT., REGAR OL. 1 ONE STORY FOUNDATION() Malec, r-vme... *11A4 T14.4 , - A * TDGIST-190.1 - gE6,16 IctRee I14 CR. 4 %we ctrccr cc f.,.:F TRY DLAR6461,144 iii,! 4411 op ETE717,77 14111-SC s'ITZ4 ;. 5 ; 5'5k55 FLOOR ,5' 7.1 975145458 Jr ii' ' CO 9 NAN LOOK :.1ME , -66-.6=6..GR=ARG- B 04th - SUBJECT TO MAO. PROSECURIOR t *1.14 ea • OC 111ERE CRICK ---, , E11 FIROODE 4 LIP URDETA JOIST GRADE— .L06, JO -----. DEN. JoisT LEDGER 2.6• PT TRUDS/LL CR P°' I* PIlL. viStRUEEN (7 AA L.) v Apo,* GARRIER CLIO REk3AR TYP. TWO STORY FOUNDATION Q./ \ - ATTIC pc50R.Acc R-3a ELITE RESIST R-30 OAS !THERRAX INSUL. III ECCI'LU 5>41 44 TO GE UBEE7 IN - ATTICS USERS GNEARANGE NOT AVAIL. (‚CO SATE... In' ,ITETT , L U.0 O. - GLUE NAILIIRS I coo • s 0.C.. EDGES I I BLOCKING...IV cc. rTF ILA 3746 E7-7TT /1-19 11, v13 1'1 L • 1 trr. WALL 6C.:11o1 9, OR SE1 DOR TOisr pER 5.5 DTA . , ToIRLER LINO TlrL.T. Lto:12.i TYP. GARAGE FOUNDATION6 ATTI vENTILAcrIoN OR ■ , SPACE sEE PLANS 565 ROOFING CCTV. NEC (R447V55 .7,71 ! RASySTSBIN '7,1)' ABA (111414 e.',41 C GRATC. REIA,RETSAII_ Au_ .... 4/ TaRrN es•••,, 12 7 sElP Gc ,Rf.C.P. , ,ETID 1, e,1 - — - - 5I c-casi 055 U' (01(4411- c cc cc III 451 Cl. ce. .4' C t I ./06 "41 R9 CEDAR RASCIA G.1TTER RBA TOR N, ATE OP: PER AZA-op_o. 77 AININATA1 - PER RL.A.1.1 6-2,, STUDS •iG• C '"'F"' - 1•J A - I l arIe.crac - c1 - 11 - CC,C. SLAPT *4 VE,12T. Itiac• 1,4/ A.LITI.R148 0) 0 4 c DOOR PRORTS NoT LESS THAN 121 5 x LLT• All PLATES • sGEAR WAIL C.RR 111 Ex SARI WALLS - 2.6 55100 4m CC OVER /A-IS BATT NB. WV CARER BARRIER 11/ ITNI. TANI' A14 'urea rtccc- gau+.3a t ESUILATA4a. PAM. USE tt.„, 6iDR16. .ALL (45110,151 ok'S 11.,•ERioR WALLS lc, GE 7.4 cc...797r0ric t NAN ¶00' CAL Exc. GARAGE NErARA TTP. BASEMENT SLAB .6) occlaceo 7S1.-A1 4 - 17 6RT ,1116,"6,6 4j1541-1 11 ---- C> • N R,R CIA - AS TG AL RRPAr. 4011" ALAS 0,E.0 __Ft - .4 ,...stItDISAPTUSKW11.11 isR, 4/,‘", I 4. _.4■1 ApOtOVED IC JUL 1 8 1996 AS SOU E54:31 SLAB e tg DIVISION TTP. 4.4H rL-1 L. emPOFTA. MAY 15 1996 PERMIT CENTER 7 ' 4 1,`5‘' , ;..,7 5 5 '7 L11_11_1111i1 111 'cJrINUIOU> ASAC r{Jw23 '� IJr(�FAO oPR cc -I 001 500 PLh11 20• BCE. t.E R�C��I1 N/"L 5 CL(' hz 8 J £ ,KU .c 'F. 1011.0,0 2 , . A. ,DETAIL 'A' 15 (MAT vART SEE PLANS/ TRACTOR NOT _ N1 Ovwnv.:n• S +a• N CA •.NU N,a YeaR Pr b To Cons CR.1N L PROSECURON 2ru' ffJ0 w P .. NAILED` 1 162• 00. - 5'GEREO, PROVIDE BLOCKING • RIP JOIST ... LCOR JOTS, AS PER PLAN (.2)64 L0�K APIJCE SP COLD BREAK _,h PEPBER \ - - -9B 0 C.C. •9CL PLATE, Rip JO BT . 'CP PLATE •CP P ..6 9T.D LAL_ BATT INSULANCN PPP, 5.5 r.O AB. • 36• OL. - ;:6 P.T •079/LL Be B G. E4 REd�2 204r F A I00..L. 4 veOr e MCMSK0. 2.(0 -02990 I44LL f,i/2 -1• 111SIJ 0W.H. cJ 4 c( Kg FlaI T06004L BREAK R -I0 R'GIO INSULATION . A ..1A. CCNT. 3 UP - 3 IN JL LAB Cw:eWnY' 001 C04TVKT02_ 111=1111 ° .i - T= rrR- Rll -„Tr- - 1 111=] 1 £ 111 -1 `S c M PT•GTEL •w `° ''__=-11111=- I g , ,,,,, ,,,,,,v PaT91-J(.- I — 111 ill ==- I111 [p41114U040 70.1(1319 060.111 ° GRADE BEAM AT GARAGE 5r5' CIA • CI -N AB. • CC. - 3 STCR• ERE PLPIACCC E s(e• ?IA • oCLr • _•- J 100 152('1 GelcrJo-- BX NIL2IELEO F_C« , v1L aJCKF10L NOTE, lT� EXA BPD� A �EfhUT' o¢2n22 'lWJ ptJ�2 lE I.ILZ J P Pi C..7 aIeEUFf.'+ /,FOUNDATION / RETAINING WALL Z► NOP - BEARING SMEAR WALL FTC. v !k' TO 4 (62 J W' PONT ummi, � qb- 0132 - 1 GS c 6 S'U • 3 4 ).,< • I Y 7 STOR / °e � R_� ...I. / .u21 < P .. 733 7-4,5 0] . j w / v d 2 0 1 05 3 0 701 O NTERICR BEARING WALL ON SLAB z TOR PLArEF I FAIL -1 CO • 0 DETAIL\i fib 9A .l..L2J T1'f'. BRICK COLUMN AT ENTRY WCCO STUC v. E._ -- NCR.CORROSILE r WALL TIES Y as N✓r 001 or T ARE 1 w ..Rai .tor r I L u, -Iihrf To _KBG. •sFJ_. ?� r - ION ECT C� _ ER SEA,. WITH TR, CR CA, /L K 'LA3. IG / / 401010/11.50 rIA CITY OF TUKWILA APPROVED J U L 1 6 1996 AS ROTEO 9IJILDING DIVL11ON gECEIVEO CITY OF TUKWIIA MAY 1 5 1996 PERMIT CENTER uP.Rlofrtc C'...L LL[ LI LLL-Ti-LITC1 GENERAL NOTES, 10 Ttnek ON Die 511E07 - 92A1ECT TO CARANAL DK:Mane. • 004411, BRACE YEN. TILA1107, MOM, A. .0. EA.C. 00 5.0. F 1. cr FLOOR AREA 07070705 10 DE ',ACED AA CLODE 10 CO4EERS AA PRACDCAL ANO StOOL F CR059 vENTILATICD CD AT LEAST 140 ORPCSIEE 5 UDC SEM. 2311.1 GRAIL 5RACE.1.240OSIP.1 ACCESS Mt I5 770 S(C. 231 3 A Mc vEATILAT076.A50 C. AT, sc 0.0 10 3' ADARE ArE LeD. OS, 5EC 7.1167 ACCC2.5 27,000 0174 DR 30' RE.60w064 REA,LY ACCENSIBLE CrENING 5. IN ROCon Not raorIOED LAI, CIERAOLL SOET. CR GREATER A DiEco0oCAL vENGLATICN SYST6o. CAPABLE OP 1.6,11,5. 5 MR cp0o.E5 , eE PRO.A ItO 1 1. E,P,GE AND " 5, t 7/,D 010 77 527 "12 - S) AT. TABLE •N•DLITTO GARAGE 040 045E0E, S.TrcLOS To BE I .7_ es.• EOTAL ET, TILE Tc-R GL,CR SRA, BE 6 AIX), EiRIEE. FLOOR ,ITE■ ,EAEER RESIST a' DETC.,EACLI SCE Me FIRE PLACE CREW, •7 4 ER,RE •IRE'R_ACE , 7 11 -7, ..5 • • LAEErEER HEARTH EXTENSIGN SRA, EXTEND AT LEA, 70' N 16 76-4; ,, LE.737 17' OETC., EA,. 5,0E C• IRE PIREPLAce ce 1 - 557 , CT GJA,RTED CR WOOD ERA,1e6. 50E. G6 Law ExCC6,6 ARE AS 5ec 2.100. APPEARS 7 eE POOR .1.4E,T, A ENG ,E,R, , CLICT, DE51G, .6477 EvEAL ERORT 70..E.6AE T.E ACE:A:R.1,E ", A CREE‘LEE.9 ,E,E'.ER IT 15 r, FrEfECNSIelLIT, Cr THE CCN,AE:E,E, vEgiEy ALL DILIENS7,15 7 AT . ARE G. D DESG 7,6 UGC 1 DATIFRIAL ' CR BE S6,46, TO ,EDAL ••E ENERGY NOTES, ExTEI,Tx TIOTES PER 1,,ASHIE,EcEE STATE 7. r.o...IDE AND /1.1,06, ADDED INGILATIGN R•35 CE11.5.55.714 ELECTRIC RES,ANcE ,EAT • 3.. CEILI,GS VG, DAS 61 R•30 vA.611.1ED CEIL16.5 R. WALLS R•I5 'LOOT. CR-6R 1.NREA,0 O Roo AT SLAB PERIDETER RSTALLE0 1 24 INGER SLAB. 0-6, CE1 , LOOLS ARE IR DRAIDE SE'ACE G•ERE •.5 oTTE , STRUCTURAL NOTES: I DESV5 LOADS A. RC, LI., LOAD 2S A.S 001, LCAC 11 0,166 ,47 •L00R LDS LOAD De m (70tAL LcA0 • 5EIDA, ZONE 5. , uhRD LOAD:1 eV E. DCIL DEAR. CARAcer ,cc ASO. 66A-co ACC D ,1 04, aWS A 057-6,0 Mt, SOIL MEARNG CABAcr, 6,64 767DIST,ABLO C. BOAR ,JRIDATICR5 011.4712715,,AED SOIL, AvERW• C TroSEA.D.006 7E4,5 CV E.LL ISS A rC6,041,75 06 ELOCR SLAB CONCREM P0.6 CE ECOAL TO E P51, rEA.),,,,, ,A7E. tO CEYE,11 RATIO. 5-1/7 SAC,* C• CEMENT DER CUD C YARD , CDR/CRETE ARO • GALL,. WATER PER 54 LB. 5, CEmENT- ,NOD A5SLEEEED A/ 26 DARS. !AGRI r0. C.0vER,DE CA 51E6E. J eOEICE ,R OCR 9EE CO.,E tEEE SOIL NO ,60BLEri E Er.J4,14.C.ITT f‘dlo cJEE, E Nr•Resf 5 TO DE yeRiiIED,DE, AND FABA6,655 or 76,55 00476,646ER 1145TALLAtic, AND BRIM.. SRA, E DA0,6021.66, 0,,,Aric•O 00 ALL iReSES 0E57,, 7, DE E AA ,,E 7,7 DA, • TAA, pue, ERECNCN Dr Bu,SER •0 ,or ',EEE5 D. DT, ,Pr • IO 0,0 DRACE 7, 55E5 e• 1.6 0,05 AT 0 555 /20 1.10, C, =ODLE 10" PLAIIES S.L1.1-60. 7,41 STA,5ENED TIOT .E FEE EE1EEN PLATES .0.7 Exl 1NX WALL AERR, Abcro. ACC0.04•ICE 5EC.,0 B AtTlc 7.7,,,AG,6 AS no.ATED 6 /00 6.voo • 5CcT,0- SI-TEAF. ILIALL SC,IEDULE: Ls .014 • E■C , DANEL E0DES • e ce. AT NEER ES.,,ERG ETV,E,S 50700 5,1047., 124 AT ALL EDGES T.TTRA, SOLE ATE WA,. • 1 0 C. Er ERIOR MID 5, • fe• De AG% • 3 .0 OC An PE' -,E0DABLE SNEAR Dew PR60 6 77. B 0/07,78, 5516AR EEll, TRAEVNE. . [..(3.> to» RATER SUMATWTIII, DLOCREO AT ALL 505E5. RAILING lee 0005127 fOR DALVANIZED/ Max DAIL5 • 4' 00 40 9004040,0 PANEL 504E5. • 6: 00.40 Week MAMIND YtE10500 ITITETFIOTS 50L5 PLATE NAIL. • 0/ 16c1 • 4' 00. E,DERIOR 7010 SILL - 5/5' DIA AB.. 2.0 00. 01e1 Tin A, /TR LLLALL PAREL/ ALLODABLE WEAR WIZ Met. 0?. 260 PI.P ALLAVABLE DADAR1111214 ER.011616 MP. - rfit T LT GUM MAC. 510E/ CRER 2% 8.6 • 0 0.0 aq...j. NAIL. • 54 COMER 04 • tUALL INTERIOR SOLE rEE.ATE NAILING • leEp • 4 ALLGRIAISLE SMEAR • 150 eV CALAS !EACH SIDE/ a7GER 51405 MO 00 BLOC, ALL DREAD'. EDGES. NAIL1.7 " COCT.ER T.IAILS • 0 CC. ,7 61111. Ere,LE. PLATE EJAILIEATE • EL le, • {•• CE.0 Al_LO.E.LAtEl E ...He:AR • TOD "LI, ,E,E; SREATIT 15 A,,IED, V.,071 FACES CE: 4 1,6 MN NET CLEAR CRERING ,EIGLIT 1,16561, RRALL CE 7.I ,A.7■ET CLEAR co,T., on, ,D.A's SRALL DE ,ESET 70 PALL LTE■ 01 FRA DP C6 10' BC11, CrE•1,, SRALL NOT cE OD. T.-IAX EV ACC• s E._,,,, A 4, L oETACROS, STEEL 5-TALL ME DEECR rnITER i. AGE. CILLET ,EEL • r CR ERA,. 5RALL ME 37 110 WAD NAILS CD EA, AS AA■5-116, ...Nee CLEAR AR0 FREE , ONT. 5,DE 9,ALL OE STE,GERED. ID, FIREPLACE CODE COrEP PER/100. CGARTER 3.I ECEE AL Del-C CD •ELE-E e SE LOCATED MO AP SRALL OE A r..• • •:-• C I, P.I.E5 ":5C77 rse 3 ALE 5NEAR DALES SRALL CT TO ucc. ,rotio0 el.,1 REDAR AS DER SEC. be, OR JO BAR DIAMIER (CCE+C. • TOCC .91 ED DIA, AECGIRECIENTS C ALL REINFORCING SRALL BE Dow, NEC A, 5Derc•TED 07,, cc,57,,,, • AEL EXTER,R eN.L5 WIRD, A DESIGNATED 9,AR.L ,T ILELDED ',PE. ,Etu NEAL:. e.E As,. A e s 7,71.. Del, OE ARA RATE0 SREATIAIG ORER 7. 6605 • t. CC. wl, Po C,1•16 HA,L5 • A 0 G. A/ 5READD. DAREL •00•5 .u,0 '1 oC, At oirerelEOIATE FFAN DEMMER., 5 PReL 500E5 !NALL PALL 04 2, 51 A ... unC SEC '2,,..1 ANC'," 15005 0.-IALL DE .51AROARD ',150, 'Wu A ..7 ,17.e1 . 275 A 5 l'ARDAR10 . 6 , 5262 . WIG" 172 EX TENSION Ti 7 Ithi'Llt '101/0111X 23•1.2 ((09 UM') 5 0401.120 9005 SWALI. 0( A 30 !MEL OR DETIZR 1 C,.CREIE 0.0E CORER 5RALL DE r 1.13 EXPEOSED , ILE ..•...E, • •-•E TIB 4 sTA TE , c.65-0.57T, ENGRG CODE . 3' LeeN ner TO EAR171. 1' I, . 11 1 1' TI I. I ABLE 23 (PPM LIM') 4, u.t.F. 1.1 C•0,C, .511 • ,R.01000 0,-,EL e000 71,Dx 2,01 onl,a ARA 5.0•011. V, T SAME ',ILI WITT., REDUCTION Cr IEEE AILD,,, 5E.EAR ISEE A. PLANS 000. GCHEE,L .107E 5 A 3.1.C.O. C•C Sr Fcc11.14.41. II, PLTitk,DD PANEL 510ITETE SR CIT S1GE C A 2220 0442040 CAA,. C605,1 1 W Ts A r6G,R G ',AEA. 67,7,2 Y 2 3 24402 • 2 oj 1 1,401 i:Lr SRADE G65,604 5, : s; ,• 7 Ace Xl. /...: DADE, 7,01,57 BE USED FRO THE ALL01.1AISLE R. r.,. P.E.EL.,,,E5 5RAL• DE :line, 117 GLA.59., E., SAEEIr C..,..,5 f..•EAR . RECADEO err en r SEE ARC, MADO A.,),OR GE,6A6 NO' c, IE.5 P5I . ..EltE■ ExTERIOR GLYE CR rP ,.EAR t'r, pmeD5 eFe• A . '' P MAO- TEE' E., :pc' ,CA.E RATES ... ,ed AT IV 0.C. (1,4.0) AO 0 r. a.,,,,,;,:,...,= --- '-.'-''' - , - Er leRIOR WALLS. S.E41,-ili.E, SUALL LAP EVE JOIST CR I 51.101.C.L5 cooR5 To BE 5,1x GA AZ1,C, L AD,/ MED CR 7647,51, GEASS . NOE, PEATE nAiLloo To A. At 6 OC. NNW. ., 'CUP, La, 1 PLAEF.5 ARO LAP Al T.A.57 API Ai ...ts, To. •L 5.5.76-7 E 5,755 DC 71, w•RE 6- 17,,RDED, TED,6,4 0..67 EACH SIDE ‘,.to 0.1 At No DORE /TAR IV or_ ALL,/ . A, 52.67., GLAS5 05 5RATTER 66,51400 B5Att, /EC. 2•10242> ,PO ExT ERIC. ARD PIA,. 1111.25 AGIAL 5. NOLE.)-DOLLN SCNEDLILI-r NOTE 17 <(5 ,;.1,,L,0•677 ,,TDDED coTIC66767.• vol ,•. 1. /T. • IEI "106 10 2. S,0 1,16 . 7 4.1T 5 14022 1 bl..D De• • . A rEACHI,E R01,E5 D WOG/Won CR BLOC,. n" AN Er Al L 5Ree C•ER ,E• TOR .0 STAMS 1 70 DN., ETIBE,W,T) BOLT To r Tl1E.:9 EEERET AE■01:14 DO. 71 7• •' TE RP 7,....,ACRATO rOLO•00,3 , E7.77,ALENT c EVET He . ..ED. ALL ,10-001/.. 5 ' Em ,R LAr,57 ,, , , ,ncrykER•5 0RECTICA11,1 C,ALC, se, "'LARS ECR AOC AN1,1 A,D INSTA1LAIIDN DET AIL 5, FOR R-4,1E: 15c, REVED ICEIOle GROcRE SNEAD'. ?TAILS • f.• OC. AT EL.IPPC.EED 31.+EA,IN, PANEL EDGES A.LE, ID OC, At NIER7 CITY OF TUKWILA 6 APPROVED JUL 1 B 1996 AS *DIED BUILDING DIV181 N PERMIT CENTER 156 ED....L ',OLE 15•1., DAR' A .4, 1 sot, •,s, Esa 2.400 , , 59 OR , E.5 CL 0. L •T, tO C671•6,01 7/0605 Pk EeCEILE. r •E • E' DT EETEES SE •O AE1C'ENT It MAY 1 5 1996 ■10,1 EREulti CRANE DESIGN. INC RESERVES ALi. 7.[ (-41. 1110115 TO Sole plait in elsinr Sleds, a. I fel I le are I/2 moo s "63 Ir 3 rd S. 'CONTRACTOR NOTE -- All Olmancions Shall Be Check 3 S e iw en sad elle Ur et: iN met. rh�an N esF s n mmse.14vnmrn l n,:nnr. lm 7 ro onm a1 ,e 41.71 .1130n� Ixam� a.. rr �r,rumnmun, rra.<n�m ..n n. r eslnrt„IIS1 m,nlc r f .I11&21,(441mml�n �nier ATERIAL ON THIS SHEET - SUBJECT TO CRIMINAL PROSECUTION. MECL =ANT•_ Ate: SCUD 134EL *x!FI0,0. Am' IC4NCE5 Soli(4 Gel Looming eppte bd ic!-t 520,, nre pie 5 _ room See r Inr®lae s C. es, r.on1 -6.11 23 lac,, and hreplace Inserts. Vries, oN6,414a adopt. b3 0,'c Co*4 ell sglyd fuel ...erg applten°ee &'3Il comply pl. the prominent. of 3eetIon 30<lL'L NEAT100 Each duel., .,1 re11 be prev!484 o1N bead, ra101121 l capable d/ g .Arc et do.re 3' above to N 00 ail hebrta8le rooms 6s the outside temoa514 6 Is ae _et fee, In 30030' 302 !19EL. Section 31011 UBL, A. Feel tr,:nva a 6u� 011(0 =J» hulloing envelope f h U e 9__ 0. al J 411 cetn combustlan err oseeeers, Ise/serer! ee d oro.!sicre of 9ec:ICn 1011 1 10 , 1 U11_, .. . NOTE: BUILDING ENN_L CMz al.iente c(a b shel 4)130 � e w 963, 8'0 be transferred r. fo tM eatv Section lor�Se_ -i 20 " L9 y. ay ve arc .:el bu. . cc aped el idl ver ope shall meet the prod -lore cr Section ach T1HL. C. D 06 bucn and s - o cob..., elf, ara mces _et.Ion 2. 603. 604. CPL. 8(11.01 furnace stall irsted and labeled be an approved ags.q and Metalled to listed ep cIncetione, = eetlon 3041 '13.'14.. AQ pllare a Intended For j fatailat1On :3 closets, e 0035* cr vnflned spec. fall o 4 UPC No warn -e)r furnace 0:3)) be metalled 1et a coon wad or deelg,adto be wend • e be 864800)3. 0)0444 cm ;n 3324 6- 0 epee. chat esteem. 0219 trough melt r0Jon 01 epau_. exe.pe direct vent rv7208.. erlte J Nme0ee and electric heeurg fwneces. 36000+ 3 No w V fume°. a2 all be Ins 0. 61 talled 4!.1 o 4lcove ! olden 12' wld then t he a felled um, a mar1003 specs as le Fen 3' along the 3)410, beck and top of Use n ,retac .m . Section 3194 402,1. Llquened paha. , q s - burning appllances sY4!(r ha matelleo in a - basen, e r a on a 44 U.n -a Ir lake ,Airs --, en Applie ,ale, t 0(ll not ll 11 850 ,20 wµg0 o +dvllopr space basement unless 4-tmern.4 5. Sectio,, 3044 U,t!G (Appr maw. 4* val 2nut be granted by the 30114ne Ofnclal end coolie p ra 14 c t e d a ge and vhldt 5 glo w. spark or /lame capable or Ingnit o flammabl vapors 04 be installed h the pilots end bu-nRa or heating el,netts and sultdroe et lOti, IS above the Moor level. Section 306:1 U.^'L, Fire dampers n eed not b. installed In air ducts pa15I *.g through the wall, Roo or 5(1121,1 .Opina a 605184, ces (Gro.p R 01 (2.0, 3 n a/ Son a lGrouo H, 0)01510, 1 a0 penee pravlded such du •0 cts (100 rM aro tad or Steel K3,116 6 Pe b•.e55 no en 0019 Inch (NO 26 G elvanl ze d garage t.sen. _4461 and 1-406 no 62)nge tn. the raga Sec:lon 302.4 4-90. W ane -a1r Furnace a eilatlone !n aids err _ e •F s all con ...Section s V.Section 319 and 320 42- C a E very 20014n^_s (dry, range, 5204 desk ad ern •o a e, -hall oat ccnrec :ed e varrhng 5ymt compnying with Chapter 0, 1180. Every factory 'Suds eremiteu. Type L vest, Type 9 Sae eons or Type BW gee .eft shall be Metalled In - CA. tlrg maeure6-ure'a Trot • rue -lone and the arsdleable provIelore or Chapter a U,ML. hall n matIded o space which the appila e �eC and b tad td mney such a me stain tk cienrmr= ra comousubles per Sec.. PS. erg Tebla 3 -C. o Ur1Le 23u0^:10R3c, '211 be o tai ere Set s. forts In Tables No 6 • -4, 6 0 0, .4 6 0 0 or rectory-made air duc14 complying 4IN Chapter 6 UN.C. doled And B enema s) shell be subeta,elly elrctn. 9ectlon 60'5 Table No. 6 4 nl , ectareudr duct and Too0 f ls No4 -5 (t, end rend duets4 Pane. C. inaa 04403 of duets Shat! comply with Section 003 4I'.0. D. Duct. erelatIon rho ll be Installed In Accordance sees WSC11. d And Verilled Prior To Construction. GENERAL: 1. PILOTS. BURNER, HEATING ELEMENTS ( SWITCHES OF THE R1rd4ACE AND 1-141. SHOULD BE A MINIMUM OF IS' ABOVE THE GARAGE FLOOR THESE SHOULD ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION, PER UMG, SECTION 308.1, 3082 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH A NIGHT LIGHT,'DE4DBOLT, OR SECURITY CHAIN M031175D AT A HEIGHT OF 48' MAXIMUM 4130vE FINISHED FLOOR SECTION 1004 lie C. 3. ALL WOOD IN CONTACT' WITH CON0F - TE 0R 1145GMRY SI:OULD BE PRESSURE TREATED WOOD AND BR.NDED BY AN APP8O1ED AGENCY. 3151)1ION 2311. 2 4. LIVING- ROOM CEILING 13 24' ABOVE HALLWAY 11141CH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR. WILL BE INSTALLED AT THE HIGHEST POINT. PER SECTION 3109.1.4 U.B.C. 5. RECESSED LIGHT 1N6 FIX('JRES SHOULD BE I.C. RATED AND ENCLOSURE LINED WIT).: A I/2' 61,13. TAPE AND FINISH PER 5501101,1 502 4.4. 0.5 E.C. 6, ALL DUCT'S, PLENUMS, AND ENCL- OSURE THROUGH OR ALONG UN- HEATED rPACESFMCLUDING. THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THERMALLY i145ULA1'ED EXCEPT TI-1055 INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR U11.C. 319 / 320 1, DRYER MOISTURE EHAUST DUCT SHALL NOT EXCEED A TOTAL OF COMBINED HORIZONTAL AND VERT- ICAL EFFECTIVE LENGTH OF 14' -0' SEC. 504. 31, 504. 3. 2.1111.C. 8 MASONRY FIREPLACES SHOULD BE PROVIDED WITH A TIGHTLY FITTING FLUE DAMPER AND 4 8ADILT ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE cr. COMBUSTION AIR SHOULD BE PROVIDED WITH A DUCT CF 4 SO. INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPER AS PER SECTION 402 OF THE WA541NGTON STATE VENTILATION CODE. 2F. SEC. 3102. U.B.C. a V.I A.QG. 402. 3 9. WATER HEATERS LOCATED IN THE GARAGE OF UNHEATED FLOOR ARE TO BE INSTALLED ON INCOMPRE- SSIBLE INSULATION. AS PER SECTION 504, 2.1 OF THE WASHINGTON STATE VENTILATION CODE, 10 1-10T AND COLD MATER HEATER PIPES IN THE GARAGE SHOULD BE INSULATED IUI`,I MINIMUM 8-3 INSUL. WITH A FLAME SPREAD OF 25 CR LESS AS PER 550101-4 503!1 W.SE.C. 11. THE SHOWER SURROUNDS ARE TO BE A SMOOTH, HARD AND NCN- 400080ANT SURFACE NOT LESS THAN 10' ABOVE THE DRAIN INLET AS PER SECTION 8011, 3 300 12. 6YP511M WALL BOARD BACKING U5E7 FOR TUB OF SHOWER ENCL- OSURE3 5HOULD BE OF A WATER R08(011ANT MATERIAL. 00 NO' INSTALL 00ER VAPOR BARRRER ON WALLS OR Chi THE CEILING AS PER SEC` ION 2312 BBC. 13. 4iR DUCTS 1 THROUGH GARAGE WALLS , FLOOR CR O1E11:G ARE r0 BE NO, 26 GALVANISED STE EL WITN NC OPENINGS INTO T1-18 GARAGE. PER SECTION. 302,4, U3.C. 14. LANDINGS OUTSIDE TO BE No MORE THAN 1' BELCU/ THE 1NRE58OLD. 15. INTER 1E014TE RAILS 10 BE NO MCJI THAN n' APART PER SECTION 509. 3 U.S.C. !6. STAIR HANDRAILS AND NANDGRIP5 I ARE TO HAVE 11,14' TO 2' CROSS SECTIONALS AND 11 TO WALL. (CONTINUOUS. If. 5/5' TYPE 'X' G155). UNDER AL_ 5AIR WELLS AND DOUBLE LATER IF STRINGER Se'A)14G 15 MOPE THAN (0'48...43 PER SECTION 1.02242 U.S.C. 18. IF WATER NEATER I5 OVER 4' -0' IN elE161.1T AND (445 A NON RIGID WATER CONNECTION, TH514 IT IS TO BE ANC1.40RE0 AI4D STRAPPED TO R.E515' EARTHQUAKE MOTION. AS PER 55004ON 30 -1 'JIG. 19 WINDOW MANUFACILRER TO PRO- VIDE PORT NOLE3 IN 54014 WINDOW IN EACH HABITABLE (ROOM. I_ ATTIC VEJTII.A110N AS PER '5053/5053 114.0. SEE VENTILATION C4LCuLATIONS PROVIDED. 2. VENT OPENINGS SHALL BE COVERED WITN CORROSION RESISTANT WIRE 115594 WITH OPENINGS OF 1/4 .SO, INCH DIMENSION. 3. ROOF vA11.51 3 TO HAVE 26 GAUGE GALVANIZED FLASHING AS PER SECTION 1402.2 UP3G. A. 31- III.4LE NAILS BE GALVANIZED STAINLESS STEEL, OR ALUMINUM AS PER TABLE 15 -8-2. 5. COMPOSITION ROC: FASTENERS AS PER TABLE 5-8 -1 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPERATE ATTIC AREA WITN NO LE33 THAN 30' FOR HEADROOM A5 PER u.e.c SECTION 1505.1. ATTIC ACCESS DR TO HAVE R -30 INSULATION MINIMUPI. 440 WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. '1. TRUSSES TO BE DESIGNED AND STAMPED 417 A WASHINGTON STATE 3'81J0TLRAL. Ela-31NEE2 CALCULATION) ARE TO BE 3UBM-. ITTED FOR 0005 0O PRIOR, TO FABRICATION OR PER - 411t• ISSUANCE. TRUSSES TO BE MA110140TURE.0 IN A PLANT THAT 15 APPROVED UNDER THE REQ- i41REMENTd OR SECTION '101.1. EACH TRU55 SHALL BEAR 22128,. 13 CONTROL 404020, ,4 PER 5ECT!CK 23:', , AS WELL 45 MANJr-ACT1,li'ED PLANT NAME AND ADDRESS DESIGN L2TAD AND 418144240' 5PACINCe A5 PEP .15G. STANDARDS 98_ CESIUM HOME [DESIGN & STOCK FLANS TO REORDERPLANSI.805 - 848.5421 e. AFF , OVER , ANGERS TO BE 25ED Ai A_,.. CONNECTIONS OF RAFTERS. JACK OR 'HIP TRUSSES 'r0 r MAIN GIRDER TRUSS. TRUSS MANUFACTUR'E'R TO PRO - 9. NONDE4RNG WALLS SHOULD BE HELD DOLN FROM TH5 TRUSS TO 41077011 CHORD WITH AN APPR- OVED FASTENER TO INSURE 781153 B 01TCM CHORD WILL NOT BEAR CN 140N- 5E414ING WALL. 0. RCCF TO S5 ANCHORED TO RE- 5 NET WIND UPI_luT LOADS. USE 4 i IP5ON 'N' AN1C140155 CR ECCUIVi II. T3J35E5 WILL NOT BE FIELD ALT- ERED LIl'NOUT PRIOR BUILDIN:e DEPARTMENT APPROVAL 01 5110 - NEERING CALCULATIONS. T.2850_3 30ALI NAVE DETAILS ANC DRAWINGS CN' 31 FOR FIELD INSPECTION. 13. PROVIDE 5CEENED 01 09ER SUPPOR13. O 11 14. SHADED AREAS . FRAME 09ER lll'H 2.16 RAFTERS 0 24'ac. UN 4. O 4 GALVANIZE0 METAL FLASHING TO 23E INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR 'PORCHES AND LA940IN'G3 TO RIM JOIST. 0 2. CONCRETE PIER PADS 5HOULD F, 19001301 At LEAST fa' ABOVE (1 GROUND UNLBS5 PRE55 5 TREATED MATERIALS ARE '45ED ?; AS PER 3ECTIi"N 231". 2 'UPC:. 41 m I ALL (', INSULATION 114 7e6 AIL INCLUDING FACING 3U'<.H A5 94POR BARRIERS 0 0 BEATHERED PAPER SNOUL.D H AVE 4 LAJIE 3F'EAD ,5110124E "'E,FL OP50 RATING 540481 ON 25/450 OR LESS. 413 PER SECTION 2602. 3 UHO. COPYR131-ITm CITY o R OVED lu JUL 1 8 1996 AS NOTED BURDING DIVi01 N ECEIVED CIN R OF TUKINILA MAY 1 5 1996 PERMIT CENTER vi 2 O (L ,' 5 Sao 7 1311(1i0l1'i'•i'1112191 LIUNE UO3) ESL: 309&k014014 . CONT RIAC(p11'NRit - y,€'@x00/ Pop 3. 600201' •Y .01:T4RE. 101•40 001T 6T21t1^ - OP A3.1V9(kY6 • !I EA.-CRAW/GI, 41044. 420E 90pgT1NED ON EA•F••.E 2)11513)4 A7 1401.04 1.00 2204414/10,40-013049 (9F1E -HINT Vd+N.7 a)r1s .00.0 01 90 47. 1∎70,, seu.tt - Nor . '. 6C 106¢'14174/ U?IXA arrld�', 1210,0205 TIES 5!1771 - 60307 10 011101 905E0UTI . PLYI:" R 4 919 (211. STU0 • ME I4. 0y ' I 1 - ^1/2 . 1.11111000 ' OC. UNO. 11. Be ,1E 2_ 3` oGluN 1.0 P.W +u- ._••••• - 60'7E50, PLYWOOD TOQ,ERW.4P RV1 !0101 1 61LL PLATE,, 4JP .402 - 6114.1 . • . H GM STRAP: 14010020/9 k 15110( ONO 195E 01.446. - fcsN ATI N 1 FOOTING! 134 TOP P4AIE HEACEI I \�. I +1A EAR OOH it rnP4 �r BRACED WALL PANEL. ®U 15 0.0.11,0) * 51100 i 44 5009'( i. ALL 0/00' HOLDP,N9'94ALL eE 9 LED FER M4hLF40NRE .0000 7(009, l 0 A 01.4 O CCRJx R 0411 L T1-1E 5 05 '(00 001. i A CAN 637 410F0 AT 0004 CORNER T EET 111E 5471 TIE 0560 RED 1040 4 04 ATI' 70506 07 APPROVED MIT D UNS SAN 04 1,1.407 (32191575 00 /004049 ` SUBMIT t11T 0714119 FOR 100..40y ePANEL AT PL6GR OVER CRAWL SPACE 1- 23 61601 NAIL 060430/00 CSC TO EACH 6(110 I �Etl NAIL9 PER 1 - 55LE 13-1 -4 1 j - - -APA FATED 00044,114# 3 /A' 111NI. 2 2,4 B' 001510 AT ANY PLYWOOD JOINT (417 - 142)2 .^R 07014.1 - - 4PPROYED HOCKE0•090 'WOOD TO CONCRETE CONNECTORS WITH le 00. CAPACITY 4111N) • Ix PLATES • 5411 647414/1 , O EA04 __(00 T 011/ A.E. •I:1. 6205017041' 0 C HAReR 1001019 ram 5E0 100:0.10 �-- 4/4 40005 01E5 00•00,•4 • 4..7 AH, 1r P.• 5111 PLATE 14°w -112x 020 04x:1 3500 CAPACITY STRAP . 40(004(451 4 11 04E I k1. . 9164(` (4r'.g( 1 Y WS - 50811 00 INSTALLED PERI1141U' CTIIRER'9 S ECIF CAT 11(4)2) 0401-001143 CORNER INSTALLATION , 100 001.00!.4/5 00N ©E WED ..9 040. CORNER To PEET 107 RE01/1000 LOAD. 7. 4L(ER}L E T7 5 [rF APP50 /0D 40100755 CeN DE U0E0 IN RLACE•. 8T59�1- 4012OLN5 008111, DETAILS FOR A._P1JC.Y ° ANEL A7 5400 0YER PONY WALL ®HEADER AT CO P001. 05 (] Sx 51000 14.. u/OOD.'L/ 0E NAILS 3 OC 44' JE:L 2100.205. 3500; AP�AC FLOOR -r i'trl� TIE 404055' +, - 2, PLATE .. 0040ER 5411 940414140 TO 4020E0 AT 3 B0 .'... ] ] 91009 NeIL )074t4I141 ;r Tp E4C4 5(00 -ed NAIL9 .nt 3' 00. ALL '"14"79, 4040055 J 5TUC9 - -- dP4 L 207170 15241522, 3e' • ]4/O P. 1 PL•I1100Q JOINT 4 1 . .NiL2 00. 5.10411 -- 40550800 0 xOE0 -END W:`Crl 10 0ONCRETE CONNELi:. %.'S 'J ^• 3900• rASACitT !MIN/ TO E < ^4 PLATE �( �_ _ 111 01A, U --I B O0EN 4,040 rC .J9� (4) 0404,40/01(3 414L14 A3 94045. IF rLOOR IN R. FNF:': 501= 4 (24tl l AND 054060 r'AEEL 2 51/1/000 3 ?: 090 RIM :0197 14 AND SILL 11141E 1,1/00,00 1/01004) . ppO L99.4(40 PLrll000 NAILING A9 94044/.. F US_ A BOVE r I, IEAf ' (4W 05TA L f'1. en • IM PMIi) . 0•4 r Y;� { 1� SCR0t,LLE A. Plywood/Gm ` •,11 6 (NB 7 1 E. OIVti.IR'xB z: I(7wle1palls o Ill aped _j 11 1 it11 C. OWE , ur x.I Ad 3d l.I / 114 d TRIP (1 1 :1h gh �U- 11 Ik 11 el Prtnrl Sld If1 C - J o I Ed.a a 1 tl n e { a16 4. i M1g l I ?. .^ 0II E• O 1 edr I 1 Iling PTT 3 ( (1.141 - ] 2 e a all I2 (11+17. 1 1 , r0,rbo � 111 a 4.n'I 42 .01- 060elerlend. F. r f 1, 1I,,g 6446'o.<l44 l. 11 91 li y l l d a7g a. ' i,MITal bell, Mcced Ai 5 Te4 .. i L I ido 'NOp ROT rnd cli bac 118 z 010 0, Plywood 050 (1 @ TO CORNER dd SOD A1 .. COTI - OR (117, 4006 L dCKING • 5//11000 TO _00 TTiecticl I Pcced r,llpenplanl I rrrllel,Poor ene lays flr1T olallb• mNOr•dITT f mochig , h u 1 t needs, pnvldr Stocking ilndr, 4..d II Ihb nAn llp _ n I 1. . h 0NP1 H AC :R /`10. 0/48 -1 �- .gyp 7 ®5 01 F40l(0 QpYR410 I/O T ('101111, ryv.E- \ 15 L O Bm I1, L N• P001 1: 01:02 In 3005 - 3x 1LOCKII, • PL J.Or .1011115 CITY OF TUKWIIA PRGYC1 JUL 1 61996 PS BOWED BUILDING DIVMBION ]•4 TOR PITA(E PEAD7R 012E4I(IllG 20 424076 AT 1 • 7x 51009 144.1L 540410000 10 EACH STUD PL • - 4011 eIT& 222 .R c0u4' - ____ 5550070 1100KED.Er.::' :+0. 1C CONCR017 CONNEC',: 1100 1/41,40.1 • 1MIN.' '0 EAPR PLATE (4) 94 00 A O E ` 49F. 4540E 050 FALLS AS 41045 Ile a 0-. 474 11 .00 01 1 1/'11 ! RACE IF/2501_,1115 , .00 1 6 IAL 0 05.45 rokt por. 1,61 AND SILL. PLATE PROOPP POLOCALTP, BOJO ANL I '1 NA"L it I(3 AS 000:1101. Ir 05FT 44!01 , PO4• 61A.L. 107 FETAL P RECEIVED ,. CITY OF T400IIA TAIL 114 0Y;N LATEr444. 206615 11.47 54 (20/ MAY 1 5 1996 PERMIT CENTER - (00101) 114 Lrz r r rJ J LEGAL DESCRIPTION SCALE: 1 DATUPI= VAL HUE SEWEn DISTOICT. TOTAL PARCEL: THE SOUTH HALF OF TI 1E NORTH HALF OF.TRACT 59, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO TILE PLAT THEREOF, RECORDED IN VOLUME IO OF PLATS, PAGE 74. IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR WIDENING OF 40TH AVE. S. BY DEED RECORDED UNDER RECORDING NO. 5703441. NOTE THE AREAS DESIGNATED IN THIS SHORT PLAT AS STREAM PROTECTION EASEMENT SI TALL NOT REDEVELOPED, BUT. SHALL BE RESERVED AS NATURAL AREAS:, THE OWNER(S) OF THE LOT(S),UNDERLYING THE PROTECTION EASEMENT SHALL BE RESPONSIBLE FOR THE. MAINTENANCE, CARE AND PROTECTION OF SAID PROTECTION EASEMENT, AND SHALL HOLD I (ARMLESS THE CITY OF TUKWILA FOR ANY AND ALL COSTS, . EXPENSES, CLAIMS, ATTORNEYS FEES OR OTHER RELATED CHARGES FOR • ANY ACT OR OMISSION ARISING OUT OF THE DESIGNATION OF A ' PROTECTION EASEMENT VICINITY MAP 90 E 9,573.22 .q. ft., O.H.W. \ — N J Y CXISTINt4 ASPHALT PAV -2p; 361.70 , ..,<:'. CONSTRUCT r ,19ronARY STAIILIZED CONSTRUCTION ENTRANCE. 151JIDCK 50' LOnl x IZ" DEPTH (MIN) USE 4' TO O GU Amy? SPILLS. SEE DTL On SHEET C -5. 12,05715514 R. I — 5 559' N54'4519'E C¢ 58723'51'E .. STBIA119 W G 24" CONC. }i.31-- 313. O CULVER � T =...� _____z_ '.3O , Nee 599' b -. _ 201 A. N 90'00'00" E'.. INSTALL 1111rnoX119ATELY -31,0 LP CL DRAINAGE SWALE AS Or PILTCR rnbn11CFCNCE. SCE DTL. ESTABLISHED BY SURVEY On SHEET CS.. REF. SURVEY BY EUGENE AAROE — APRIL 1993 YARD DRAIN CS TYPE 30 NM= 9584. (A6) INV. - 40.16 (AB) NOTES L CONTRACTOR SIIALL INSTALL ADEQUATE EROSION CONTROL MEASURES ON CUT SLOPES OR DRIVEWAY SUCH AS HYOROSEEDING OR JUTE MATTING IMMEDIATELY FOLLOWING EARTHWORK - ACTIVITIES. PROVIDE PLASTIC SIIEETING FOR PROTECTION OF I IYDROSEEDED SLOPES AS REQUIRED 110 CITY OF TUKWILA. 2. ALL DRIVEWAY CULVERTS SIIAI.L RE 12 ".(ADS- N12) ®10° /.MIN. _ SLOPE AND LO FOOT MIN. COVER. ADS CULVERT IS TEMP. DUE TO SCHEDULED I'UDLIC ROADWAY IMPROVEMENTS 40TH - AVENUE SOUTH INS TEARS. .+ 3. LOT LINES SHOWN ON PLAN ARE NOT FINAL PENDING SHORT PLAT APPROVAL. f 4 A ALL HOUSES SIIALL HE EQUIPPED WITH FIRE SPRINKLER SYSTEMS OR SIIALL 011 IERWISE MEET CITY OF TUKWILA FIRE CODES. HACKFLOW - PREVENTION DEVICES SIIALI. BE INSTALLED PER CITY REQUIREMENTS. 5. FUTURE WATER SERVICE LINES ARE PRIVATELY MAINTAINED PER JOINT MAINTENANCE AGREEMENT. ; 10' ACCESS EsM'r FOR LOT 4.. '00'00" E flOUI9H l4MADE DRIYEIi1AY _ (ACCESS O TO LO I 4 1. / s / 5,159.25 .q. IL ;04 CRP (N -12) 75.00' 361.62' CPEP (N 12) LC5f1H* I (TYPEII-54 8= 0.1240'1 fllM1 96.10 (AB) INY. 51.''- 86.50 (A 0) INV. 4 ' - 81-06 ;(A6): LEGEND LOT 1 9,243.75 .q. IL'. PROPERTY LINE EXISTINI, CONTOUR 1— 91, — - PIDISHED 1 conroun STREET CLNTC.RUNE on — NEW TARE/WIN Co TYPE DO WI b crEP (N-IT) Q NEW TYPE I CbF11-1 NEW nESroIcron TYPE I MANHOLE -- - - - - EXISTINL, ASPHALT PAVETCNT NEW TEF1P. ROCKED CONSTRUCTION ENTRANCE UTILITY EPSEI9EI1r LINE EKISTIN11 IMAM/ 61,5655 CASE.NCNT LINE Ss . LXISTIIIL SANITARY SEWER LINE 6)ISTInt4 WATER LINE EXISTIn1, OTORr1 CULVERT EXI5TINL1 TSADWAY DITCH EAISTISG EASEMEN FDA INGRESS EGSEA;, 207.00' crEr(n-b ) 6'4 Er &P (5-12) SHEET INDEX Cl STORM DRAINAGE 8 TEMPORARY EROSION CONTROL PLAN C2 SPECIFICATIONS AND DETAILS C3 SANITARY SEWER AND WATER PLAN C4 SEWER DETAILS 55 LP 12'0 CNP (1.1411) 5= 0, 0159 'I (A5) . 50TT019 Or nrEe ELEV. 86,930YG) (AM) (1.54DEAD STOf1AIIE rROVIDED) SEE:SHCEr Ca. PIN TAf1K DETAILS 98 LE 12 ear s= 0.0899'/. (46') RESTn(CTOR (TYPEIT-54'4) 11119 - 9599 (AB) INV. s - 81.36 (AB) INV. 15" = 81.36 (A6) 11E4flADE EC. ROADWAY DITCH (1,0') INV. L' _ t ;10 SOUTH . DITCH TO DAYLII4HT. OVERFLOW ELEV. >_ 91.18 (AS) I ; N61gFADED DITCH TO 5E IZ" SEE DTL. On SHT. C3:, ; 91t4. DCrTH rROn NEW PIPE DETEI ITIDn TANK - j LOCATION TO DAYUIIHT.. P ACIFIC ENGINEERING DESIGN iNd. /END SUK�E f� KANS '/,� SURVEY/ — CIVIL ENGINEERING AND PLANNING CONSULTANTS EXISTIN FIRE HY G DRANT AB= As- BUILT. INFORMATION PHASED ON FIE C FIELD SURVEY DATA BY MANS_ SURVEYING (5 -I•HA) • 4' WIDE * 10 LONLL " 1G min. DEPTH LI14AT LOOSE NIP RAP SPLASH PAD. CONSTRUCT IN EXISTIny DITCH LINE. RECEIVED MAY - 31996 EwRES 9,,, 92 -75 PROJECT NO. DGS DRAWN DT 6 -2 -94 ISSUE DATE 10 -27 -94 SHEET REVISION