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HomeMy WebLinkAboutPermit D01-081 - FOSTER HEIGHTS - LOT 12FOSTERHEIGHTS- LOTI2 h 4830S145ST Li g D01 -081 z City of Tukwila Parcel No: 261000 -0120 Address: 4830 S 145 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Contractor License No: P int Name: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RIS!:. DEVELOPMENT PERMIT (206) 431 -3670 Dace: 8A`a/ Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tug; ::'ii.,. i `iiimort 08l Permit No: DO1 -031 Status: ISSUED 08/30/2001 E Y p l r e . 02/26/2002 Const Type: Occupancy: DWELLING Gas /Elec.: UGC. 1997 Units: 000 F: r Protection: N/A Setbacks: North: .0 South: .0 Ea_':: .0 West: .0 Water: 125 Sewer: 'JAL VUE Wetlands: Slopes: Streams: OCCUPANT FOSTER HEIGHTS - LOT 12 Phone: 4830 S 145 ST, TUKWILA WA 98188 OWNER TRIDGR INC Phone: 206- 443 -7735 2226 ELLIOTT AV, SUITE A, SEATTLE WA 98121 CONTACT CHARLES PRIB Phone: 253 -631 -6864 14205 SE 255 PL, KENT WA 98042 k k kkk ** k k k k ** A k k *k k k .k k 4** k k k k 4 k A 4 k* 4 4 4 k A k k 4 4 4 k A. 4 4 4 4 k A k k k 4 4 4 k 4 k 4 k k 4 k k A k k 4 k 4 4 A 4 4 4 k 4 Permit Description: CONSTRUCTION OF A NEW 2,030 SO FT SINGLE FAMILY RESIDENCE, 470 SG FT ATTACHED GARAGE AND 40 SO F T COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS, LAND ALTERING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER & WD #125 WATER. k 4 kA 4 k k A k k k 4 k k A A k k k k A k k k k k A A A A k k A A A k 4 I k k k A 4 A k k A A 44 1 4 4 A kick 4 4 k k k k k 4 k A k 4 Construction Valuation: 'ir 184,594.40 PUBLIC WORKS PERMITS: * (Water Mater Permits Listed Separate) Eng. Appr: JJ3 Curb Cut/Access/Sidewalk/CSS: Y Fire Loop Hydrant: N No: izetin): .00 Flood Con tro l Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 76 Fill: 76 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N * A k A A A k k k k A k k k k k k A k A k k k A A A A A A A A A k A k 4 A 4 A A A A A k k k A A ' . 4 k k k k A A 4 4 k k k k A 44* TOTAL DEVELOPMENT PERMIT FEES: i; 2,571.59 k A k A A k A A A A A A A A k k A A A* k k A A A A A x k t A A 4 4 k 4 4 , r ■k k k k k k A AA AA A* A k A AA A A A A A k k k a A A k k A it A AAA A A k A A k r Permit Center Authorized Signature: ga v , i"U Date: Y 3e - ol I hereby certify that I have read and examined this permit and know the saine to be true and correct. A l 1 provisions of law and ordinances governing th i s work will be complied with, whether specified herein or not. The granting of this permit. does not presume i ve author i y to violate or Cancel the provision of any ogler state or 10.•a1 regulating construction or the performance of wort.. I am authorized to sign for and obtain this development permit T h i s permit na. 1 b e c c i t e n u l l and v o i d if tite work is nc t sommenced w i th i n 150 day: from the date of iss'uatce, or if tr'•e wcr1. is :u'soehded or a,..: ec:':d for a period of 130 days from the last inspection. +- �:Y�;C':X� — +r,��. ^ 14�ya »A�+'r'S`'n= ?�r*.t.•ai�'.• ps,xp.:" .+^,�°'�'.w u;t ++m 13 CITY OF TU ►:W1LA Applicant shall follow all the CONDITIONS OF FINAL FLAT L200O -02G AND COMPLY WI1'11 GEOTE_CHEi1CAL REPORT PREPARED is y. GEOSPECTRUH CONSULTANTS, INC. DATED FEB 10, 1998. GEOTECHNICAL ENGINEER SHALL OBSERVE THE IMPLEMENTATION OF 1 HE SFR DEVELOPMENT PLANS (AIRING CONSTRUCTION. FIELD REPORTS ARE TO BE SUBMITTED TO PUBLIC WORKS IN A TIMELY MANNER AND SHALL INCLUDE; A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATION B) IMPLEMENTATION'S OF FOOT INS, FOUNDATION'S, RETAINING INING Address: 4 , 145 ST Pe m i t No : D01-081 Suite: Tenant.: Status. I•;SUEfi Type: DEVPERM A p p l i e d : 03/20/2001 Parcel #: 261000-0120 Is rued: 08. /30/2001 k A A A it A k A A k k-k A- A A A A A A A•1 A k A A AAA A l A A. t t A l k k 1 A$ 3 4 •1. A/ ?. +44,44A A ,t l t A 3: A 3 1 l t A 3. ! A 3 44 L k I± Permit Condit.ion_.: 1. No changes wi 11 be made eta the p1ene uric e approved by the Engineer and the Tukwila Building Division. 2. Any exposed insulations baey into material shall have a Flame Spread Rating of 25 or less, and material :hail bear itl�:rrr.i fication showing the f'irre performance rating thereof. 3. All construction to be done in conformance with jai, proved plans and requirements of the Uniform B u i l d i n g Code (1997 E d i t i o n ) as amended, Uniform Nle than i r . a 1 Cody- ( 1 997 E'i i r i cia r , and Washington State Energy Code ( 1997 Edit ion) . 4. Plumbing permits sha 1 l be obtained through the Seattle King County Department of Public Health. Plumbing will be inspected by that agency. including ,s 1 1 gas piping (296- 4722). 5. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure ie itr aefd i E ion to any requirements for special inspection. 6. All wood to remain in placed t.otrcrete shall be treated wood. 7. Validity of Permit. The issuance of a permit or approval tJU plans, specifications, and i:omputat.ions .,half rtat. be con- strued to be a permit for or an approval of, any e i'.j1ation of any of the provie ions of the building eode or of anv other ordinance of the j ur i :.;d i . t i un . No permit pr e_ um i ng to give authority to violate or cancel the prov_tait/ns of t.hi codes shall be valid. 8. Electrical permits 1 1 t it' obtained through the W:_,::.11in' -ittt1 State Division of Labor and Industries. and all electrical work will he inspected by that agency (246-6630). 9. There shall be no occ.uuancy of the builtiinctw t until the final inspection hos been completed by the Tukwila Building Inspector. 10. All mechanical work shall be um h r separate permit issued by the City of Tukwila. II. All permits, inspection records, and approved plans Thal) be available at the job eite prior to the start: of any con- struction. These documents are to he maintained and avail- able until rinal inspection approval is granted. 12. * A *PUBL IC WORKS DEPARTMENT CONDI VION'S A k WALLS, DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF BACKFILL. PRIOR TO FINAL PERMIT SIGN-OFF THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT FY( LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS - REFER TO FEB 10,1998 GEOTECH EVALUATION PREPARED BY GEOSPECTRUM CONSULTANTS.INC. P.O. BOX 276,ISSAOUAH, WA 98027-02 PHONE N. (425)391-4228. 14. Work affecting traffic flows shall be closely coordinated with the City's Utilities Inspector. Iraffis: control pla,os shall be submitted to the Inspector for prior approval. 15. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 16. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL eE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE Al THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THU, STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 17. The site shall have permanent erosion control mea.sures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 1 hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construct..ion or the performance of work. Signature: L Print Name: Date: Project NameTTenant flpsT R `4 �� /� 7? ) (. Value of Construction /to 160 Site Address: City StatelZip: Tax Parcel Number: • f 0000 C;.6 Property Owner: G ati4 c4rass6c / t . 5 . P .gg® 80Z - /88z Street Addressy62 floL'6-. bxiUite 44A * exZ F z - 9a' - /8 :1 Contractor: 0Aii Sze sS/6 i7 pko5 Phgy. r eoZ — 6 Stree &I ptak ,- .50 • t `c itA Zp Fgx,# , G7e7,4 — 188 Architect: G /1�1L 6z tRie -- foCi 0 � �(�t.�- !� 3 - t�g` 686 C e Stre y(�St� et /ld�ir�s67 S Z 6 ? �4. 14-04c.,67- f7 fp: Fax #: s•/. -tv Phonew, y ,6 _ 096,1 Engineer: ..��� 0 � ie S eZ # Z'�1 g • 50 2 /Z'",b,�' '1� /(' D/f�m24.19 Fax #: Contact Person.74:20 rAc,LZ Z54 65! -‘86. Street Add z .��✓ U it 2tate/Zip: L� ress � 25S' �" .c...0.... T- G8 ¢ Fax #: �A 9i� Description of work to be done: '6t RRgiDiic ( I!/G O1, - 'GA Type of work: New Single - Family Residence I Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 63 Sewer ❑ Septic (King County Health Dept. approval required - 296.4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: Zv3o sq. ft. Dwelling _sq. ft. Covered Deck(s) 47o sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 26.9a 6634 367.39 e= For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TI-'KWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. u Channelization/Striping fACurb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ,• ,,� Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut -7 cubic yds. 0 FilltI' cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: 3" ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage , Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: bot....�G • 1 -*rat 41w l PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 FOR STAFF USE ONLY APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) Project plumber: Permit Number: 11D- .L 141— Applicat p taken by: (initials) %NJ II p % P ala Ja taw a it .tea RUTH .RE AGB QIT :• , k j Signa�ureG; / i `, 4• • �• ! Date: �2 /E.'" Print name: z,...._ '` l �S P.. s- hone: �• L �"'�`/ I Fax #:_S : Addressa CC t c.; , j2 City /,State Zip C , : • 1 ALL SINGLE - FAMILY RESIDENT! ERMIT APPLICATIONS MUST BE MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REOVIRED BY1HE' OFFICIAL ➢ ALL I RAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -1i). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas/Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 • • *1‘**It.A0***A4A*****,t 4*# 4 * 4 0,4 N*44 4 0 4* *# 0 *# * 4 A #. 4- f CIF? OF TUKWILA. NA TRANIEr ***Avolki**o*4A**A#*AAI*444-1k#4.A4,44#4,A±.4A#AAA4;#0 TRANSMIr Numbiwt R0101131 Amottot; 1.101.94 Ukvment hethod: CHECK 0.Jetion: LOW; CLAJC HOP, LOS Permit No: D0J-081 lype: DEVREKti H'APELtill')E01 rcvhil Pat'cel "No: 2E1000-0120 Site Addret;ti: A830 S 1 ThIf> P.tment ( 1.103 .84 otel ALL Vfiitb: Ik4A**4#,*4-$1*Ali4**4AA,N**-1.4****i.A+4.k,ki4, Account Codq 000/345.030 000/322.100 000345.030 000/345.010 000/386.904 000/-142.400 412/342.400 000/222.100 000/3 Do PLAN CHECt 00NtE BUILDING - RE5 PLHN CHECt - RES PLAN CHECK - UTILITY BUI1D1r46 5URCHIIIP61 IN!3P FEE - urILIri lOSP f.LE - STORN DRA1k1 LAND ALTERIO6 PERM ET LAKi ALICTANE PLAN LHELCV 3 :31' 04 co 0 w co uj t WUJ 0 — 0 t 111 uj P L I 0 . z al 0 A.I• • Atif . 4 : 1111 Ve" * # # * # A r`.. 4 Of * * 4 * * # # ?, 4 1 44r-f•••tt —0 • 1 ,Ire OF fUKWILA. W p - 0 .‘ IfOtkftillkiskik114 4 * t 1 A . A A * rtftt 4 4 ■ A A t rRAN5M(T NerJher: 110100 Amnart: 0 : 2O,0 P avment Method 3 C HEC1 : L ( ) 1,1t Permit No. D01-' (..YPEPP HYLLO!tqrri v,VrAl Parcel No: 0G4000-0 Loct(tIon: E 14 E;1 rk:A Thiti Payment I 7. lotol ALL Pmtt, 3:114nre: Account Coda 1)-sit:P101.;00 +40c:(10i 000/34.630 PLAN CHELL - 000PU.' i t• Pr 5 T 1e2 /�L -_ / ,/7S Typ of Inspection: P/.t1,4L �`ff ij � �,,. . 1 5 V ST Date Called: 1 ?o - r ' _ Special f f .� Date Wanted: _t J (a.m. RAI. Requester P ontt.. (tl ector: INSPECTION RECORD //�� Retain a copy with permit Do/ _ o INSPECTION NO. PERM! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. A-sei G.t?" (...A.: C OWN C � ( 1 Date: 47.00 REINSPECTI N FEE REQUIRED. Pr)pr to inspection, fee must be paid at 6300 Southce ter Blvd.,'Suite 100. Call to schedule reinspection. Receipt No.: Date: z I U Q co co W N � w ga • m u. L O ILI l-o w 0 1- WW u. O w Z UT 0 z COMMENTS: - 161/1.5 Type of Inspection: f \..--) Adcr s: } t.� 5, ,, Dateate Ca 7 - ( 7 Date Wanted: -/,F -z);.; �a. m� m. Special Instructions: G . �1 Requester: /. Il Z.. Ph No: - / one '} zw J/y //J{ , C" -- Kti _ A ( 1/4 — A C r) e-AL--N1—.43 --q.--) '."-,- I- Q. -- \ a S \ A...)e ..Q < CA .„_._ , -- ,A ; t r t /" 0 . ;. Pr - S7?12 - 161/1.5 Type of Inspection: f Adcr s: } t.� 5, YS 7i �� /2 Dateate Ca 7 - ( 7 Date Wanted: -/,F -z);.; �a. m� m. Special Instructions: G . �1 Requester: /. Il Z.. Ph No: - / one '} zw J/y //J{ INSPE• ION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit Date: rrections re5Wc&d prior to Approval. Date.. In3Rec i $47.00 REINSPECT! N FEE REQUIRED Prior t inspection, fee must be paid at 300 Southcenter Blvd., Suite 1 O. Call to schedule reinspection. „Project: ( }7 Typf of Inspection: qd es c - t_ -15C' � Cj Date called: I: ) k Special instructions: Date wanted; r I ' ,,.( fa:m. - p.m. Requester: I ,r . Phone: , , 'r-, , 4:q;, (. ( 1 INSPECTION 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 (206)431 -3670 Corrections required prior to approval. Date: $47.0.,.RE NSPECTION E RE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr.'ect: le— • r. ;.. I t � Type of Inspection: I . ' ,v A' dres C J `. f ' - Date called: . 501 Y Sp is instructions: Date wanted. - i ! 0)) Request ...10 • .a 4 w, Phor 53 (4DII W - 007q INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKW1LA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. tor: $47.00 REINSPECTION FEE REQUIRED/Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. /Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval. Date: I — ACS P ect: ro 1-03 e' "2 ."; - 7 Type of Inspection: - _- N,52 I/i I l0 4J Date called: Z / ..2 3 / Address: 0 / 4/5 Special instructions: 1 Date wanted: / a.m,, L /24/ / p:m. Request //�� ��, l �� 12L Phone: ,. 53 - to06 - ,o75 // INSPECTION NO. Approved per applicable codes. COMMENTS: Inspec ' r: Receipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 / f ) Date:, (206)431 -3670 Corrections required prior to approval. 7.00 REINSPECTION FE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: 0 000207,0"/..5 , e„.7.1 re 0.'" - f I c� 7 19th w' / ee.i ?(S _ . - F Ty of Inspection: � f/1r4 r c r /_ E1/ / ev/ s / /3 e (.� 1 b tr? 1 errV s ej l , c' � /- 5 s irV'' jy" ays-► A �i /I) rJ 5 U -> 1 4 t".r r i f /v c-') 4-/e -i» rr � 1 1) S�17r dQ {-2 7-70 ude'. / "i-, J72 44/4 / y Ac'' 011 c . ` b 47 4 . _ - - b r' r • ., .3 X1"4 e I'-�r '�3 ;rtr. (..lria f /67,(/", (1 !1 r f it?; ' , Sri /�.�r 9Y // / % 0 K\ 7 C. _1 At/5 laL f1 j E Pr ject i �r j Ty of Inspection: � f/1r4 r q 5" ij Date called: Special instructions: / k 1 -- � )-r. Date wanted: ,, 1 -i a:m. ; j' :. ---� p .m. I el Requester: J ; Phone: , 1 if INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 - 3670 Receipt No: pproved per applicable codes. Ed Corrections required prior to approval. Date: $47.00 REINSPECTIO FEE REQUIRED. Pr' r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cai j, o schedule reinspection. ector: (2i ,/ I Date: COMMENTS: - /xrii, . 5' Hf1, ' 0 C Ree&/ /o, /S A /'i % -' '5 r' P/t , A/2/ - � .., 11a./Y7 -= g S A dT6 /3 /4'v 4/r7 ib ' A5 T.O 6 - 5NF.4. a 4/1 ,AJ7F! i»1, • 1 f tf 0/44,/j) /ii/ A..14/7 !/t.1 v .- ) (2 0 , 1 � ' - 7 U 7~A) 5 t1 /fI 7• - 0 , iv A R7.ester: e Ph ne , s 3 - 66 - CO 71 N P jest Ty of Inspection: 5 / y5 ..5'f Dat e L c Ile fct — v Special instructions: ^, 4 -z ) (2 Dat ante _ e2 G / p.m. R7.ester: e Ph ne , s 3 - 66 - CO 71 INSPE .TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 2 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. (206)431 -3670 $47.00 REINSPECT! N FEE REQUIRE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: it --��r i_ Tx 1? / U'lt 5,/ .A 4 6.4/ ,5 i ?A- j , (r1-t/ 4. $4 / / oft "I um // 64R.9a =) r- ......_ A-12 !3 /o to /c= l /71? it i) emvS 6' /V Cr i P 5r''/ ATI d v l 'r9// / 4: 2 41t'/ i9 / I r P2.2( 016 i/.4/ 7.1 Rep/ e/1 6 f d /e/4 S : /4 c A / / --/ e ,0-7110•,-\/ / > / � J2 /I? - / r !fir f) e re J /' -- - 1 - gi)Oze; 13 - S i //A p c =Gii',5` / % °D e' 6 0,77 ,_pz./9 7 43 4 5 7frt Al J .''A /uRI_ 6 ' 1 s . 6- (u ? /,OSi ,i1.e5 6 t)""' 6e i_.91"-, ?2Aif5 e\ Project; i i; � � l c f /�. �1 LO- 1). T ype of Inspecti n: I- r pm: Add jr X 3 t'? 3, / 96, S t Date called: , `_ U Special instructions: Date wanted: q -et- Ua (a p: . m. Requester ci Phone: S3 (c,. 00 C INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: INSPECTION RECORD Retain a copy with permit Date: (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. .00 REINSPECTI I N FEE REQUI' D. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 10 Call to schedule reinspection. COMMENTS: /4 6 e /Yy - me "'</ • N i*v / Pe re % 2 -' -1 :* C' .5ketra ' / /.,S Ai ,./ Soa.r /../e'i" ,i-70, • Special instructions: No r j.e1?.-.)/P -6 ti Requester: Phone: .2 - ('6- - ev7 9 Pr�o' - CJ 0e /le' / x '3,../ 1 Type of Inspection: - / , 7rr7or./6 Date called: -,7 - v c Address: CJ bo l /0 Lam . d 5. /W6 57 Special instructions: Date wanted: a.m. 'f - _. U2 p.m. Requester: Phone: .2 - ('6- - ev7 9 INSPECTION NO. spect INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 Receipt No: Date: PERMIT NO. (206)431 -3670 at/ 0 Approved per applicable codes. MCorrections required prior to approval. r: Dater 47.00 RE1NSPECTION EE REQUIRED. Prioyto inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Typ f Inspection: r -c (.0a -'1 1()0.7 A dre 5; Date called: ' C"cx Requester: t` P - ho --,. ., t . '' / a_ ' 1 & v .. -- O l� i_ k , ^` + /%4:1 Ck.A. _.. / v .4- Q,eiC - I..�t \ (, 1. - CV G6 (- (- ( `r . l,ol .r ' 1 "" L O t . k k Ci.. v..► Vvi Utz v/U ( t r ed:, �-- J . t -!.; IAA id ri? Typ f Inspection: r -c (.0a -'1 1()0.7 A dre 5; Date called: Special instructions: Date wanted:' a.m. (pa..-- Requester: t` P - ho --,. ., t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0 Corrections required prior to approval. I' see :(W, Recet $47 00 REINSPECTION EE REQUIRED. Pr' Date; ag`l i ll r to inspectio , fee must be paid at 300 Southcenter Blvd., S ite 100. Call t• schedule reinspection. t No: Date: (206)431 -3670 22 CZ COMMENTS: Type of Inspection: ress: n _ . t f 1 �,.,� 'T Date called: 2 ( t (fid e's - \C Date wanted: 1:m. Z / / � 0 2 (p.m. , quester: t CA/ r 1 # 1 � P ' e: V c ? <.) (.00(9,- Don ' •. � �!e- .._. tAs (... ij \ , ).')' ass. P oJect: Type of Inspection: ress: n _ . t f 1 �,.,� 'T Date called: 2 Special instructions: Date wanted: 1:m. Z / / � 0 2 (p.m. , quester: t CA/ r 1 # 1 � P ' e: V c ? <.) (.00(9,- Don INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project i _ f .. .- i1 12 Type of I 1 pe lion: Address: 0 , , ,.. �� D ate called: Date wanted: `Lf r '5:m p.m. Sp cial instructions: i i2i) �4- ;./� Requester. r Ph e: Approved per applicable codes. COMMENTS: Inspectof: $47.00 REINSPECTIO Receipt No: INSPECTION RECORD Retain a ropy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Date: PERMIT NO. (206)431-3670 Corrections required prior to approval. Date: / FEE REQUIRED. Pri9f to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: ( p . [ J +�3t ( Fie( ( •�1i -t..,? -,Je� Type of Inspection: �` C.a4t , r <!L i(t Yi 1 ` ) (I l l Address: r rl Y ,� 'y .) /Y .: :- - Date called: f .) / ' /r,) Date wanted: /(-2 at o) �a , mmm ..� Ptim;,t. Special instructions: Requester: Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspector. Approved per applicable codes. /, Vi.00 REINSPECTION FE J REQUIRED. Prior to inspection, fee must be paid /at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. %O,% Project // f�_ e% i P / ` --7c / , /- Type of Inspection: ct 75I viz? Address: "Vi 0 t� • / 4 43. z l i ? Date called: / .' 3 /0/ Specialinstructions: Date wanted: f i '4/ v,' a:ni: { p:m. Requester;,,. - < Phone: 36.c) .` c' - / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southrenter Blvd, #100, Tukwila, WA 981$ PERMIT NO. (206)431 -3670 COMMENTS: Approved per applicable codes. Corrections required prior to approval. Inspector 1 k' i -) 4 /,2 Date: _. 0/ $47.00 REINSPECTION Et E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. Receipt No: a Date: COMMENTS: Type of Inspe tion: _.. d : /�.-. p L , ,J L , r' ) r r - ; s^r Special instructions: Date w. ed: --' r efm. - p.m. Regl4es er: t 2 Phope: , /PO f y F :f t1 f +.. f-ra'(' �.\� - / ; i.1.f 0 .)� ! ��' ✓ . I Project: Type of Inspe tion: _.. d : /�.-. p L , ,J D.to call.: - Special instructions: Date w. ed: --' r efm. - p.m. Regl4es er: t 2 Phope: , /PO f y { INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. - Inspector•; r Date / // / � " G •$47:00 REINSPECTIOII FEE REQUIRED✓ Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: - ' Date: sic COMMENTS: T se of Inspection: r A. dress: L{k JL r ( ) ) .(. ' \ A- tki �c'"� .. ;�,fa c._t `0 r el\ \LY ---c, Z • .) \ \ ,'�.-t) �` X_L) V +A•^LA ii `"._1 , 7 N. 1 Projec : ( di A T se of Inspection: r A. dress: L{k JL r Date cal es: !), ? n( ) .(. St, Special instructions: Date wanted. .m. (1 p.m Req ester: ' P /J/c, t rCc c420 .* - I • \' ?. ), �. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. LZI Corrections required prior to approval. , x . 7.00 REINSPECTION FEE REQUIRED. Prior o inspection Ifee must be paid at 6300 Southcenter Blvd., Suite 100. Call to s hedule reinspection. Receipt No: Date: P.'rojecI: ±o.5 "17.1. J; - r' : (. — #&ot I Type of Inspection: .c; I) A ress: Vic ;?.)0 S / tl ., '' 5 - t Date cal c-) Y/o , p�eciai instructions: Y . '1» t C ' [ �(; r,t L t )c `:. -.,k. 1 (<.. / y l PI K : t l 4 '` " 't� „�,1� t { ,,r( ,, It 4,,, ,,, C l i c , t. ) Date wanted: /7) , f / 6 c4- Reg ester: ,(J'Je .} f i' i L . (- Pho _ c. 'C )7 ,:., . ,� co._ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. 5D 1/3 42 cd1. t f Q9 t i, S. T S.f -v/7 st. c, Inspector: Date: $47.00 REINSPEC?1ON 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 / COMMENTS: Type of Inspectiom , ( i ) / , , , , 7 Li ' ' ' 1 Date called: C)7//:/0) Date wanted: a. . . Special instructions: Requester. , . 1i OA. _( Phone: i ' (1Q e li 1 e‘.'". i 15 - , ' e':,_ f S (;ki 6 I - C Lt_.t., iv, (./ . Project: P c, - tc I liC I ( 2i 1 t - t - 1,,(1, / r, Type of Inspectiom , ( i ) / , , , , Address: :::, / ''.7) ' fr- Date called: C)7//:/0) Date wanted: a. . . Special instructions: Requester. , . 1i OA. _( Phone: zt:41; r." C INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 0 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: Date: 7 fr 5 / 0 - 2, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i tteceipt;No: ' Date: COMMENTS: Type f Inspection y arr�,- ir..itl-6" / = ' Address: Date called V 9/ Date wanted: J , t , y J p.m. / I/ Phone: 106 — 7`? — / WY' r7"----1 � I (Ar t J I Project: F( _ls7Ler Ilea j� 16 Type f Inspection y arr�,- ir..itl-6" / = ' Address: Date called Special instructions: � Date wanted: J , t , y J p.m. Requester: I h;4Vl:, Phone: 106 — 7`? — 36 y s- he' F_____ INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: j �. -, U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'SIMPSON' I4OLDOWN , -�' PER PLAN _r 'SIMPSON' 4OLDOUJN STRAP PER PLAN OR --\\ MSTC40 MIN. EXTERIOR 5 TING- PER PLAN �\\ •4 BAR e "O.C. HORIZONTAL. a t . • '1 Vi c- j.1 � a — -•--- 20" — 5„ ?' -IC" COPYRIGHT 2001, SEGA ENGINEERS CORRECTION LTR# 2r. STUD. USE (2) STUDS /^ AT y0L DOUINS. 2x PT SILL s,/ 4NC!-IOR BOLT PER PLAN OR ! USE 5 /B "© AT 60" 0.C. MIN. 14 54R 6 16" C.C. - vER)TCAL 6 MAX $4 BAR CONT. (T`'P) CiRIPPLE WALL FRAMING AT FOUNDATION LONG CLASSIC HOMES SCALE: 'ONE FOSTER NEIGI -ITS, LOTS I - 16 SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (360) 886 -1017 • FAX 886 -1016 b�/ •o8T--- eo tea /- r / Er nd Eartf Scfences February 10, 1998 Mr. Richard Schroeder Happy Valley Land Company P.O. Box 1324 Issaquah, WA 98027 Subject: GEOTECHNICAL EVALUATION Proposed 16 -Lot Foster Heights Plat Development South 146th Street & 51st Avenue South Tukwila, Washington Project No. 98- 103 -01 Dear Dick, This report presents the results of our geotechnical investigation performed on the site of the proposed Foster Heights residential development. The purpose of the investigation was to provide geotechnical engineering evaluations of the site conditions and geotechnical recommendations for site grading including optimum timing of site grading and general recommendations for site development. A preliminary plat map prepared by Baima & Holmberg, Inc. dated 9/12/97 was provided to us and used as a reference for our site explorations and our evaluations and recommendations. Based on the referenced plat map shown in Figure 2, the proposed plat includes 16 lots within the subject property. Access to lots 1 -14 will be provided by new cul- de -sac streets (Road A and Road B) which will join South 146th Street at the southwest corner of the property. from 240th. Lots 15 and 16 will be accessed directly from 51st Avenue South. Although no site grading exists at this time is expected that cuts and fills of only about 5 to 10 feet will be required for street construction. Development of the single family residence lots is expected to be one or two story wood frame homes. Foundation load information is not available at this time but for the purpose of our evaluation bearing wall loads for the residence structures are assumed to be on the order of 1 to 2 klf. If actual structural loads exceed the above values by more than 25%, this office should be notified. P.O. Box 276, Issaquah, WA 98027 -0276 Phone: (206) 391 -4228 Fax: (206) 391 -4228 001 V O N O co u- wo u . D w U� o - w at 0 w z Ui o z Happy Valley Land Co. SCOPE OF WORK February 10, 1998 Our geotechnical evaluation included subsurface exploration, engineering evaluations and the preparation of this report. The scope of work included the following specific tasks: o Reviewed published geologic mapping of the site vicinity. a • o Performed a reconnaissance of the site to observed surface conditions. ct w o Observed the excavation of 5 test pits to depths ranging from 4 to 6 ° o feet below the ground and excavated one hand -auger test pit on Lot v i w 16. Approximate locations of the test pits are shown on Figure 2. LL o Continuously logged the subsurface conditions, as encountered in the uu 0 test pits at the time of excavation. Logs of the test pits are presented g on the summary sheets of Appendix A. LL a o Performed geotechnical engineering evaluations of the site and developed geotechnical recommendations for site grading and general site development. o o Prepared this geotechnical report summarizing our findings and ? o recommendations. U co Ot OBSERVED SITE CONDITIONS w w At the time of our field investigation the property was undeveloped except for the u. 17 existing residence and out- buildings on lots 5, 15 and 16 as shown on Figure 2. Ili Vegetation on the site consisted primarily of blackberries with grass and scattered p: fruit trees and maple trees that ranged up to 3 + feet in diameter. z Topography in the general site vicinity is gently to moderately sloped down to the east. The referenced topography map provided to us indicates the maximum elevation difference across the site to be on the order of about 90 feet. Most of the site is gently sloped with gradients ranging from about 7 to 22 percent based on the topography map. Steeper slopes exist on the eastern half of Lots 15 and 16 where gradients of about 40 to 50 percent exist. Subsoils Our evaluation of the subsurface conditions was based on our observations of the exploratory test pits and surface observations. Subsoils encountered in the test pits were generally found to be natural glacial till soils with localized areas of fill soils. We noted apparent shallow fill deposits in the graded area of Lots 5, 15 and 16. The natural soils generally included a layer of dark brown topsoil with organics and roots which typically ranged from about 6 to 12 inches thick. The underlying weathered natural soils were typically brown to gray brown or gray and red -brown sandy silt or silty fine sand with gravel. The weathered soils were generally soft or loose to depths of about 2 to 3 feet below the natural surface based on the test pits Project No. 98- 103 -01 Page 2 Happy Valley Land Co. February 10, 1998 and surface probing. Deeper natural soils were firm to very stiff /hard and medium dense to very dense to the depths of the test pits. Fill soils were encountered in Test Pit 6 to a depth of about 3 feet. The fill soils were very soft/loose and wet sandy silt/silty fine sand. Surface topography of Lots 5, 15 and 16 indicates other probable fill deposits in the graded areas around the existing house (see Figure 2). Ground Water We observed that the surface soils were generally very moist over most of the site and some areas were especially wet or had surface drainage or seeps as indicated on Figure 2. The site soils were generally classified as very moist to wet and measured moisture contents were generally high, ranging from about 17.1 to 40.6 percent. Most of the soils had moisture contents between about 20 to 30 percent. Seepage was typically observed at the base of the upper weathered soils in Test Pits 1 through 5. Ground water was observed to rise to about 9 inches below the fill surface in the hand - augered Test Pit 6 east of the existing house on Lot 16. Subsurface Variations Based on our experience, it is our opinion that some variation in the continuity and depth of subsoil deposits and ground water levels should be anticipated due to natural deposition variations and previous onsite structures and grading. Due to seasonal moisture changes, ground water conditions should be expected to change with time. Care should be exercised when interpolating or extrapolating subsurface soils and ground water conditions between or beyond our test pits. g eneral Project No. 98- 103 -01 SITE EVALUATIONS The referenced geologic map of Figure 1 indicates the site to expose glacial till (Qt) soils. The referenced map describes the Qt soils as intimately graded mixture of clay to gravel sized soils. The glacial till was deposited during the advance of the Vashon glaciation, the last glacial advance into the Puget Sound area, approximately 13,000 to 16,000 years ago. Based on our explorations the site soils are sandy silt and silty very fine sand glacial till soils which are typically weathered, soft/loose and very moist to wet in the upper 2 to 3 feet becoming very stiff to hard below those depths. Fill soils were observed in the vicinity of lots 5, 15 and 16. The upper weathered site soils and fill are not considered suitable for direct support of pavements or foundations, however, in our opinion the site can be developed as planned provided that our recommendations are followed. Page 3 Happy Valley Land Co. February 10, 1998 Site Stability The referenced geologic map of Figure 1 does not indicate any known landslides in the site vicinity. Our observations of the existing site revealed no indications of recent or current instability. In our opinion the unweathered glacial soils which underlie the site are generally stable with regard to gross stability. There is always risk involved with construction on or near a slope and the lot owners must be willing to accept the risk of future instability which may result in damage to their property or neighboring property. In general slope failures are most likely to be shallow failures occurring during the winter and spring months due to increased soil moisture conditions and during earthquake shaking due to additional dynamic loads on the slope. In our opinion the risk of damage due to instability on Lots 1-4 and 6 -14 is low. The risk of instability damage on Lots 5, 15 and 16 is considered moderate to high due to the wet conditions, the steeper slopes and existing fill. In addition the risk of shallow failures of the very steep road cut along 51st Avenue South is considered high. Risk of slope failure can be reduced by incorporating proper engineering design and providing and maintaining control of surface runoff and subsurface drainage. .SiteSgadin9S4.4.11sidaatiOna Currently no street grading plan or street profiles exist, however we expect that cut/fill depths should be on the order of about 10 feet or less. We expect that the grades for Roads A and B will primarily be within the upper weathered soils which will not be suitable for direct subgrade support. The soft/loose weathered soils should be excavated from the street subgrade areas to expose stiff /hard soils and structural fill placed to the final street subgrade. Based on our experience the onsite soils will be quite moisture sensitive with regard to grading and compaction characteristics and the measured moisture contents indicate that the onsite soils are currently too wet to obtain adequate compaction. In our experience the onsite soils will be very difficult to compact unless they are dried out sufficiently. Site grading should be scheduled during warm, low humidity weather typically occurring in the late summer months to reduce the potential problems associated with wet soils and ground water seepage. Unless the onsite soils can be dried to near optimum moisture content, site grading will require the use of imported granular fill soils for proper compaction. In addition the onsite soils are not considered suitable for backfill within the drainage zone of basement walls or other retaining walls. Residential Foundations Existing soft/loose, organic and fill soils are not considered suitable for foundation support. Foundations should penetrate through the upper unsuitable soils to bear in very stiff /hard natural soils. In our opinion conventional spread footings founded on the very stiff /hard natural soils should provide good support for the residence structures. Where grading is performed to level specific lots for development, all fill should be placed and compacted as structural fill. Project No. 98- 103 -01 Page 4 Nappy Valley Land Cc February 10, 1998 RECOMMENDATIONS The following subsections present our geotechnical recommendations for site grading, street subgrade preparation, residential foundations and retaining walls. Also included are recommendations for site drainage, erosion control, plan review and observations and testing during construction. Site Grading Site grading is expected to consist primarily of excavation and fill placement to prepare the access roads subgrade, create building pads and backfill utility trenches and possibly retaining walls. Stripping depth required in areas with no existing fill is expected to be about 2 to 3 feet. Excavation of the on -site glacial till materials is expected to be difficult at depths greater than about 5 or 6 feet. Onsite soils are not generally considered suitable for use in compacted fills because in our experience these soils are quite moisture sensitive with regard to trafficability and compaction characteristics and are currently too wet for adequate compaction. If grading is scheduled for the late summer months moisture conditions of the onsite soils may be more suitable for compaction. Site grading will likely require the use of imported granular fill soils for proper compaction and drainage. Onsite soils are not considered suitable for backfill against retaining walls because they will not be adequately free - draining. Retaining wall backfill will require clean sand /gravel soils. Recommendations for site preparation, temporary excavations, structural fill, permanent slopes and street subgrade preparation are presented below. Site Preparation: Existing vegetation, debris, and soft or loose soils and existing fill should be stripped from the areas that are to be graded. During rough grading, excess soils may be stockpiled for later use. Soils containing more than 1% by weight of organics may be used in planter areas, but should not be used for fill beneath building or pavement areas. Stumps, debris and trash, plus rocks and rubble over 6 inches in size, should be removed from the grading areas. Subsoil conditions on the site may vary from those encountered in the test pits. Therefore, the soils engineer should observe the prepared areas prior to placement of any new fills. Temporary Excavations: Sloped temporary construction excavations may be used where planned excavation limits will not undermine structures or interfere with other construction. Where there is not enough room for sloped excavations, shoring should be provided. Contractors should note that excavation of the unweathered glacial till may be very difficult with conventional backhoe equipment. Based on the subsurface conditions encountered in our test pits, it is our opinion that sloped temporary excavations may be made vertically to depths less than 4 feet. Deeper temporary excavations up to 10 feet should be made at slope gradients no steeper than 1: 1 ( horizontal:vertical) for the loose to medium dense soils and 3/4 : 1 (horizontal:vertical) for the glacial till soils, however it should be noted that the contractor is responsible for safety and maintenance of construction slopes. Project No. 98- 103 -01 Page 5 z w I_ U 0 Uw N W w W z � P° w U to O — O E- w W S2 IL Z im U � 0 Happy Valley Land Co. February 10, 1998 Surface drainage should be directed away from the top edge of cut slopes. Surcharge loads should not be allowed within 5 feet of the top of cut slopes or within a 1:1 (horizontal : vertical) plane extending up from the toe of excavation, whichever is greater. Structural Fill: Provided that soil moisture can be reduced and maintained near optimum, excavated onsite soils may be used for structural fill. However these soils are expected to be moisture sensitive and are currently too wet for practical z compaction. Therefore imported granular fill soils should be used if moisture conditions cannot be adequately controlled. Loose soils, formwork and debris cell should be removed prior to placing fill or backfill. Imported free - draining granular D soils should be used for backfill of retaining walls, and should be capped with pavement or 12 inches of onsite silty soils to reduce surface water infiltration. co o Onsite soils or imported granular fill should be placed in horizontal lifts not co w exceeding 8 inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by the ASTM D1557 -91 test method. co o w Imported granular fill should consist of clean, well- graded sand and gravel materials free of organic debris and other deleterious material. Imported material for wall � a drainage zone backfill should be a clean sand /gravel mixture with less than 5 N percent fines based on the sand fraction. 2 ui Fill Slopes; All permanent fill slopes should be constructed of properly placed and CS compacted structural fill with gradients no steeper than 2:1 (h:v). All existing fill, w j vegetation, debris, and loose /medium dense soils should be removed from proposed fill slope areas prior to fill placement (see "Site Preparation "). Where underlying U N n slope gradients are 20% or more, fill slopes should be keyed and benched o P- into undisturbed dense natural soils. Key width should be at least 8 feet or 1/3 the w w slope height whichever is greater. Key depth should penetrate at least 2 feet into v_ undisturbed dense natural soils. All fill should be placed and compacted in u_- o accordance with the recommendations for "Structural Fill ". .. z '6 D. Cut Slopes: All permanent cut slopes should be made no steeper than 2:1 (h:v). o Existing trees located within 10 feet of the top of the cut slope should be cut but z stumps should be left intact. Utility Trenches: Buried utility conduits should be bedded and backfilled around the conduit in accordance with the project specifications. Where conduit crosses pavement subgrade areas the backfill above the pipe should be placed and compacted in accordance with the recommendations for structural fill. street Subgrade Preparation The street pavement section (base course and A.C. paving) should be supported on a subgrade compacted to at least 95 percent of the ASTM D1557 maximum dry density. Subgrade preparation should include stripping of existing vegetation, topsoils and soft/loose weathered soils in accordance with the "Site Preparation" recommendations. Where unsuitable soils exist at subgrade level, subgrade preparation should include over - excavation down to expose stiff to very stiff /hard natural soils and placement of structural fill to final subgrade elevation. Subgrade fill should be placed in accordance with the recommendations for structural fill except that the top 6 inches Project No. 98- 103 -01 Page 6 of the subgrade fill should be compacted to at least 95 percent of the ASTM D1557- 91 maximum dry density. Happy Valley Land Co. February 10, 1998 Residential Spread Footing Foundations Conventional spread footings founded on undisturbed very stiff/hard natural soils z should provide good support for residential structures within the proposed plat. All I- z footings should be founded at least 18 inches below the lowest adjacent final grade it 2 and should be deepened as required to penetrate existing soft/loose natural soils 6 and fill to bear on very stiff /hard natural soils. In addition, square footings and -J o continuous footings running parallel to the slope should be deepened as required to 2 provide a set back at least 12 feet horizontally from the face of the slope. Footings w should also be setback beyond a 1:1 (h:v) projection from adjacent lower footings. N All footings should be stepped as necessary to maintain a horizontal bearing w o surface. 2 Suitable stiff /hard bearing soils are expected to be at depths of about 2 to 3 t--.2 feet below the natural surface. The depth to bearing soils may be increased due to CD 3 existing fill overlying the natural surface. w z As an alternative to deep spread footings to penetrate soft/loose soils or fill and /or o satisfy slope setback requirements, foundation loads may be transferred from the g w recommended minimum foundation depths to the recommended bearing soils by a D O monolith of lean concrete having a minimum compressive strength of 1000 psi. The o 0 width of an unreinforced lean concrete monolith should be at least as wide as the o t footing or at least one -half of the monolith height, whichever is greater. Reinforced w w monoliths should be designed by a structural engineer. A suitable width trench F 0 should be excavated with a smooth edged excavator (no teeth) to expose the u. z dense /very dense bearing soils under observation by our office and backfilled as soon as possible with the lean concrete to the footing elevation. 9 - P Square footings should be at least 24 inches wide and continuous wall footings z should be at least 16 inches wide for two story structures. Continuous footings for garages or other light structures with loads less than 1 kip /ft may be reduced to a minimum width of 12 inches. Footings may be designed based on an allowable bearing pressure of 2000 psf. Settlement of light wood -frame structures is expected to be within tolerable limits for this type of construction. For example, the estimated settlement of a 16 inch wide continuous footing founded on very stiff /hard natural soils and carrying a load of 2 kips/ft. is on the order of 1/2 inch. Settlements are expected to occur primarily during construction. For lateral design, resistance to lateral loads can be assumed to be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.35 may be assumed with the dead load forces in contact with onsite soils or structural fill. An allowable static passive earth pressure of 250 psf per foot of depth may be used for the sides of footings poured against undisturbed natural soils or properly compacted structural fill. The bearing values indicated above are for the total dead load plus frequently applied live loads. If normal code requirements are applied for design, the vertical bearing values may be increased by 50% for short durations of loading which will Project No. 98- 103 -01 Page 7 Happy Valley Land Co. February 10, 1998 include the effects of wind or seismic forces. Allowable lateral passive pressures may be increased by 33% for wind and seismic forces. Retaining Walls Cantilevered retaining walls as referred to in this report are walls which yield or move outward during and after backfilling. Actual wall movements will depend on the wall design and method of backfilling and can range from 0.1% to 0.3% of the wall height. Design pressures for cantilevered walls given below assume that the top of the wall will deflect at least 0.2% of the wall height. Static design of permanent cantilevered retaining walls which support a horizontal surface of properly compacted clean free - draining granular material may be based on an equivalent fluid density of 35 pcf. This pressure assumes that there is no water pressure behind the wall. A uniform lateral pressure due to backfill surcharge should be computed using a coefficient of 0.25 times the uniform vertical surcharge load. Static design of walls structurally braced against movement should be based on an equivalent fluid density of 60 pcf. This pressure assumes that the wall supports a horizontal backfill of properly compacted free- draining (imported) granular material and that there is no water pressure behind the wall. Uniform lateral pressure due to a uniform vertical surcharge behind a braced wall should be computed using a coefficient of 0.45 times the uniform vertical surcharge load. Seismic design of retaining walls should include a dynamic soil loading based on a 0.24g 475 -year UBC recurrence ground motion level. Dynamic soil pressure should be assumed to have an inverted triangular distribution. The dynamic soil pressure at the top of the wall should be at least 20H (psf) where H is the height of the wall above the footing base. The dynamic soil pressure should diminish linearly to zero at the base of the wall. Combined static plus dynamic soil pressure should be used for seismic design of the walls. Care should be exercised in compacting backfill against retaining walls. Heavy equipment should not approach retaining walls close enough to intrude within a 1:1 line drawn upward from the bottom of the wall. Backfill close to walls should be placed and compacted with hand - operated equipment. Recommendations for placement and compaction of structural fill are presented under "Site Grading ". Design wall pressures given above assume no water pressure behind the walls. We recommend that a drainage zone be provided behind all retaining walls and a adequate drain system be provided at the base of all retaining walls. As a minimum, the drainage zone horizontal dimension should be 3 feet or 1/2 the wall height, whichever is less. Backfill within the drainage zone should be a clean sand /gravel mixture with less than 5 percent fines based on the sand fraction. A membrane of Mirafi 140 filter fabric or equivalent should be provided between the drainage zone material and onsite silty soil backfill. Wall drains should consist of a four -inch diameter perforated PVC drain pipe placed in at least one cubic foot of drain gravel per lineal foot along the base of the wall. Drain gravel should be washed material with particle sizes in the range of 3/4 to 1-1/2 inches. The drainage zone backfill should be capped with paving or 12 inches of silty soils to reduce surface water infiltration. Project No. 98- 103 -01 Page 8 'C. Happy Valley Land Cu. February 10, 1998 Conventional spread footing foundations founded on undisturbed very stiff /hard natural soils may be used for support of retaining walls. Design of wall foundations should be in accordance with the recommendations presented in this report. Drainage Cotro[ Surface drainage from the adjoining upslope areas should be controlled and diverted around the development area in a non - erosive manner. Adequate positive drainage should be provided away from the structure and on the site in general to prevent water from ponding and to reduce percolation of water into subsoils. Granular backfill should be capped with paving or 6 inches of onsite silty soils. A desirable slope for surface drainage is 2% in landscaped areas and 1% in paved areas. Roof drains should be tightlined into the storm drain system or other appropriate discharge point (no discharge on the ground surface). A permanent perimeter drain, independent of the roof drain system, should be placed adjacent to the base of the continuous exterior foundations. The drain should consist of a four -inch diameter perforated PVC drain pipe placed in at least one cubic foot of a well graded sand and gravel filter material per lineal foot along the base of the foundations. At least one interior drain should be provided beneath the basement floor connecting to the perimeter drain on the downslope side at the lowest point. If conditions exposed during construction warrant, interceptor subdrain system(s) may be required to intercept ground water migration form the upslope areas particularly in the eastern site area. Interceptor drains should consist of a filter fabric lined trench filled with clean sand or drain rock with a perforated PVC drain pipe at the base. The drain trench should be at least 18" wide, and at least 3 feet deep and should penetrate at least one foot into the very stiff /hard natural glacial till soils. Six inches of native clay soil cover should be placed over the drain to reduce surface water infiltration. Discharge from the subdrain should be conducted via tightline to the storm drain system. In the proposed street subgrade structural fill areas a drain pipe should be installed to collect ground water infiltration which may collect in the fill and transmit it to the storm drain system. The subdrain pipe should be placed along the lower side of under the street fill areas and should discharge to the storm drain system. As a minimum the drain should consist of a 4" diameter perforated PVC collector pipe and a tightline discharge pipe. Additional lateral drains should be provided wherever a spring or seep is exposed during grading. Erosion Control, Onsite silty materials are expected to be highly erodible when exposed to concentrated flows. Siltation fences or other detention devices should be provided around soil stockpiles and exposed soil areas during construction to control the transport of eroded material. Exposed final graded soil areas should be paved or planted immediately with grass and deep rooted plants to help reduce erosion potential. Project No. 98- 103 -01 Page 9 James A. Doolitt Principal Engineer Encl: Figures 1 and 2 Appendix A Project No. 98 -103 -01 Dist: 1/Addressee 2 /Baima & Holmberg, Inc. Happy Valley Land Co. February 10, 1998 Plan Review This report has been prepared to aid in the evaluation of this site and to assist the civil engineers in the design and construction of the project. It is recommended that this office be provided the opportunity to review the final design drawings and specifications to determine if the recommendations of this report have been properly implemented and to make any supplemental design recommendations which may be required. Obseryations and Testing During Construction Recommendations given in this report are based on the assumption that all development construction will be performed under engineering observations and testing. All structural fill and backfill areas should be observed by a representative of this office after stripping and prior to placing fill. Proper fill placement and compaction should be verified with field and laboratory density testing by a qualified testing laboratory. All footing excavations should be observed prior to placement of steel and concrete to see that footings are founded on satisfactory bearing materials and have proper slope setback. CLOSURE This report was prepared for specific application to the subject site and for the exclusive use of the Happy Valley Land Company and their representatives. The findings .and conclusions of this report were prepared with the skill and care ordinarily exercised by local members of the geotechnical profession practicing under similar conditions in the same locality. ' We make no other warranty, either express or implied. Variations may exist in site conditions between those described in this report and actual conditions encountered during construction. Unanticipated subsurface conditions commonly occur and cannot be prevented by merely making explorations and performing reconnaissance. Such unexpected conditions frequently require additional expenditures to achieve a properly constructed project. If conditions encountered during construction appear to be different from those indicated in this report, our office should be notified. Respectfully submitted, GEOSPECTRUM QONSULTANTS, INC. Page 10 '.1 3b T -••,- •• st • .1.: • 4L • .. , • •-•• Tr..: • . . ____••• ;EATTLE L ITACOMA 4.: 21 ref: Preliminary Geologic Map of Seattle and Vicinty, Washington, by Waldron, Liesch, Mullineaux and Crandell, USGS Map 1-354, 1962, scale: 1"=2640' GEOSPECTRUM CONSULTANTS, INC. Goatcoahnlaal Eholhooring arici Earth SC/Or/CO/ 1 '.-41.":':".•'1:-.74-%Tel'f • • • '"..\ 1^ '. 7 : •• '' 4 1 r 1!(”IN:..'::: . .. :z .,, • 7:' /-% Y1 • I Y • Ns - 1 • L. "' .1 • • Proj. No98-103 - Qa Date 2/98 ./ • - .•. • -t t. - • • P, SITE VICINITY GEOLOGIC MAP :Y Figure 1 t . it , . • ' - •Qt • . . . . ; f • • iv - • -. --. -, Qt. -. • . • . i '`• • ../ i •,--- - ". 10 r , 6 •-• "..'._--.::::-.-• !,. •.! 25 Proposed Foster Heights Development South 146th Street & 51st Avenue-South Tukwila, Washington ........rworwrouswoll/P0:0114141114011110•011 = 3 `1 R1/4, OS . k s • • �acw� .. c os ,.•• - a: *Van& • ;EATTLE TACOMA ref: Preliminary Geologic Map of Seattle and Vicinty, Washington, by Waldron, Liesch, Mullineaux and Crandell, USGS Map I -354, 1962, scale: 1 ".2640' GEOSPECTRUM CONSULTANTS, INC. Goarochn /col Enpin•orinp and Eorrh Sclonco. �119r171 • rs • Proj. No98 -103 Qa Date 2/98 • i' , • rt 1 • \-\:....:'<-::;!!•••• b�.1..7 • 1� ":. Yi •• •.:�... • T t a• ` 9' 4: • : • Tt :, ..."-Q.:- �- % ▪ � " IT i SITE VICINITY GEOLOGIC MAP Figure 1 '-� -- • Proposed Foster Heights Development South 146th Street & 51st Avenue South Tukwila, Washington File: D01 -0 I 35mm Drawing# 1 et 7 00 NO w w J w0 tQ El a 2• o o w f- • W 11:o uiz 0- O • 1- z APPENDIX A FIELD EXPLORATION Our field exploration included a site reconnaissance and subsurface exploration program. During the site reconnaissance, the surface site conditions were noted, and the locations of the test pits were approximately determined. The test pits were approximately located using existing features as a guide. Elevations at the test pits locations were estimated from the site plan prepared by Baima & Holmberg dated 9/12/97 combined with our own site measurements. Test pits were advanced using a Yatani 140 -B trackhoe excavator. Soils were continuously logged and classified in the field by visual examination, in accordance with the ASTM Soil Classification system. Logs of the test pits are presented on the test pit summary sheets A -1 through A -3. The test pit summaries include descriptions of the soils and pertinent field data. Soil consistency and moisture conditions indicated on the logs are interpretations based on the conditions observed in the field. Boundaries between soil strata indicated on the logs are approximate and actual transitions between strata may be gradual. _ — _ — ML Topsoil /Organics w /abundant roots to 1/2" soft very moist dark rown 23.7 Sandy Silt, very fine c. rounded gravel • w/ to mottled - r e - brown wet _ — firm — - - Very — — — Seepag stiff to very stiff hard — moist — dilTiEicuit digging Maximum depth 6 ft. Seepage at approximately 2 feet. a d By JAD 1/23/98 w US SNf ML ed BY -1JAD 1/23/98 Topsoil /Organics Sandy S wioc i c y gravel f to and 4 grading to Sandy Silt, very fine Maximum depth 6 feet. Seepage at approximately 1 foot. GEOSPECTRUM CONSULTANTS, INC. Goo tochr lca! Eno!nvo'Ir g ono' Earth Salonaoi TEST PIT NO. 1 Soil Description sa moist to wet firm ver most st to hard dk brn TEST PIT NO. 2 mottled b ree -brown Elev. 464 w ( %) 29.8 Seepage difficult digging Elev 448' TEST PIT LOGS Proposed Foster Heights Development South 146th Street & 51st Avenue South Tukwila, Washington Pro]. No.98 -1031 Data 2/981 Figure A -1 Logg Date Depth (1. 1 31° 0' 1 2 3 4 5 6 7 Logg Date 0 2 3 4 5 6 7 moist wet very moist Topsoil /Organics Maximum depth 4.5 feet. Seepage at approximately 1 - 2 f 0 Topsoil /Organics Silty very fine Sand Sand, fine -med Silty fine Sand firm sl to hard v.dense gray -bin Seepage L ogge d By JAD Date 1/23/98 (ft lows USCS 0� Logged By .IArl Date 1/23/98 1 — 2 3 4 — 5 7 — Maximum depth 6 ft. • Seepage at approximately 4.5 - 5. GEOSPECTRUM CONSULTANTS, INC. Goa tochn / cal Enp/noor/np and Earth SCloncoa TEST PIT NO. 3 Soil Description TEST PIT NO. 4 loose medium dense dense 5 feet. moist to very moist moist wet v.moist Elev 422' w ( %) Elev. 423' TEST PIT LOGS Proposed Foster Heights Development South 146th Street & 51st Avenue South Tukwila, Washington Proj. No98 -103 I Date 2/98 I Figure A -2 • L ogge d B JAD Date 1/23/98 Depth (ft.plows USCS 0 1 — ML Logged By 4,41)__ Date 1/23/98 0 1 2 3 4 5 6 7 Topsoil /Organics w /abundant roots to 1" Sandy Silt, very fine & occ gravel to 3" & Silty fine Sand Maximum depth 4 feet. Seepage at approximately 1.5 - 2. GEOSPECTRUM CONSULTANTS, INC. Gootachn /co/ Eng /noorina and Earth Sc/onco TEST PIT NO. 5 Soil Description soft firm sti /harg 5 feet. moist to wet very moist dark brown drown gry Drown TEST PIT NO. 6 Tier Topsoil/Sod Sandy Silt/Silty fine Sand & ?aver — becomes more Sa i y Maximum depth 5 ft. • Water at 9 inches after 15 minutes vey noose medium to dense wet very moist dk -brn fixed rn It- rn brown mottled & 30.4 20.5 FILL TEST PIT LOGS Proposed Foster Heights Development South 146th Street & 51st Avenue South Tukwila, Washington Pro). No98 -103 Date 2/98 37.3 17.1 £acing_ Seepage Elev 408' Figure A -3 T.C. SIZE 2 X 4 T.C. MIT 2z 4 S12# " 2X6 LOADING. 25 0.7.0-0 0.5.0 SPACING: 24 O IN. O C. (TVP.) : fP COMP 10 -00 -15 3031 ORDER DATE BID DATE DELIVERY DATE OVttTAN 11/17/00 Ltt- F I RIOAT JOB NO. PLAN NO. L -R 472 B L T.C. SIZE 2 X 4 T.C. MIT 2z 4 S12# " 2X6 LOADING. 25 0.7.0-0 0.5.0 SPACING: 24 O IN. O C. (TVP.) : fP COMP No. MK TYPE SLOPE SPAN OVttTAN REMARKS Ltt- F I RIOAT 1 TO1 6 20 -00 -00 18 ( 18 GABLE: SHEATHED ONE SIDE 3 T02 6 20 -00 -00 18 I 18 COMMON : SUPER ANCHOR (1) TRUSS .,„= 1/2 703 I ,..4 6 20 -00 -00 18 ( 0 SUPTS 36 -0 1 T04 �.... ' 6 13 -00 -00 18 I 18 GABLE: SHEATHED ONE SIDE 1/2 T05 1 6 13 -00 -00 0 18 SUPTS 36 -0 . 1 T06 „pIN(IIIllluu. 6 _ 36 -00 -00 18 I 0 GABLE 9 T07 6 36 -00 -00 18 0 COMMON : SUPER ANCHOR (1) TRUSS 4 7074 6 36 -00 -00 18 I 18 COMMON : SUPER ANCHOR (1) TRUSS . _ I 6 ,T07 ._ 1 6 36 -00 -00 I 18 0 COMMON : SUPER ANCHOR (1) TRUSS 1 T06 .agfaIZIUIUlu.. 6 36 -00 -00 18 I 0 GABLE I 1 T04 �� 6 13 -00 -00 18 j 18 1 GABLE: SHEATHED ONE SIDE 3 T08 1„.. 6 ' 13 -00 -00 •, 18 18 COMMON .1 1 TOGA ( ■1'N,, I 6 13 -00 -00 0 16 COMMON - I 11 4'EJ A 6 , 04 -00 -00 18 0 JACK I - 15 Hangers MSH29 - 30 Quad2000 11- STABILIZERS 4 Quad2000 10- ARS INSTALLED HtCEIVEID CITY nF TI I WII - I ( I . . , 55 Blocks 2x 4 Vent 22- 7/16" I PERMIT CFNTER LABOR TO SHEET GABLE 6 Quad2000 14- GE LABOR H 2 D • TRUSS DEPARTMENT 40 01ILL L, SHEET NO. I 1 LONG CLASSIC HOMES s 1624 PIONEER STREET ° ENUMCLAW, WA 98022 I (360) 802 -1880 LONG CLASSIC o TUKWILA, BY: KRE DELIVERY INSTRUCT! ' NS: PHONE: (425) 488 - 1818 SALES:WAYNE BRIGDEN FAX: (425) 398 -3559 CONTACT: PHONE: (360) 678 -4022 PROJECT: FOSTER HEIGHTS FILE COPY____ - SPECIAL INSTRUCTIONb: TRUSS QUOTE /ORDER QUOTE #: B0110100 INVOICE #: CUST: LONGCLAS Do t-08it. ., T.C. SIZE T.C. CUT HEIGHT 2x4 SIZE 4 2X6 LOADING SPACING: TYPE COMP 10 -00 -15 3031 ORDER DATE BID DATE DELIVERY DATE IllrriqlatIotelli 11/17/00 JOB NO. PLAN NO. L -R 472 B L T.C. SIZE T.C. CUT HEIGHT 2x4 SIZE 4 2X6 LOADING SPACING: TYPE COMP No. MK TYPE SLOPE SPAN IllrriqlatIotelli 111.1111111M2ili 6 Ouad2000 15- GE OSB SHEETS OF GABLE SHEATHING • TRUSS DEPARTMENT 04 00111iLLE Aew 4 w M LONG CLASSIC HOMES i 1624 PIONEER STREET ° ENUMCLAW, WA 98022 (360) 802 -1880 BY: KRE DELIVERY INSTRUCTIONS: 4 s LONG CLASSIC H P • • • Z TIUKWILA, • SHEET NO.1 2 PHONE: (425) 488 -1818 FAX: (425) 398 -3559 SALES:WAYNE BRIGDEN • • • Total Weight: 3909 • CONTACT: PHONE: (360) 678 -4022 PROJECT: FOSTER HEIGHTS • • • • • OA Truss Height:10 -00.15 ACCEPTED BY BUYER NAME: SPECIAL INSTRUCTIONS: TRUSS QUOTE /ORDER QUOTE #: B0110100 INVOICE #: CUST: LONGCLAS PO NO. TERMS • DELIVERY SUB -TOTAL NO SALES TAX GRAND TOTAL I $3,032.00 • • Included $3,032.00 O O • f 1 0 rTl r 22-6 -8 L 1 8 -0 -0 • 38 -0-0 25-5 -8 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 J ♦ A -,_ ±I N — s D 111171.M.A.10 ft. e3 CD 31 - 1 j8 • _ = ►. . TO') j O O • f 1 0 rTl r 22-6 -8 L 1 8 -0 -0 • 38 -0-0 25-5 -8 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 J ♦ A :Job i80S10100 Truss T02 oo•tnvl e umoer, -1 -6 -0 1 -6 -0 V • :• • • • ••• • •: - • • 0 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BMX 5.0 " Co - LOAD CASE(S) Standard Inv' e, 5 -3-4 5 -3,4 I russ a ROOF TRUSS SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr YES Code UBC /ANSI95 10.0-0 10 -0-0 10 -0-0 4 -8 -12 CSI TC 0.35 BC 0.82 '/B 0.33 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2•X 3 SPF Stud /Std • REACTIONS (lb/size) 2= 834/0.5 -8.6= 834/0 -5 -8 Max Horz2= 42(ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1.2 =21, 2.3= -1104, 3-4= -784, 4.5= -784, 5 -6= -1104, 6.7 =21 BOT ;HCRD 2.8 =974, 6.8 =974 WEBS 3 -8= -310, 4 -8 =388, 5.8= -310 4x4 = 4 3x8 = S • u (City ;Ply NG GLAbbIL 3 11 14-8-12 4 -8 -12 (optional) e n • us ries, nc. rl ' ov WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and Is for an Individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality •nnfrnl Cfn, .. ,4 ..n... n nom.,.... .... �•�. C/snrizrr/ nCR.no Rrarinn S "If raflnn 20 -0 -0 10 - 0 20 -0 -0 5 -3-4 DEFL in (loc) I /defl PLATES Vert(LL) -0.27 2 -8 >877 M20 Vert(TL) -0.41 2 -8 >574 I Horz(TL) 0.03 6 n/a 1st LC LL Min 1 /defl = 240 Weight: 66 lb NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurncane oceanline, on an occupancy category I. condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7.93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. GRIP BRACING TOP CHORD Sheathed or 5 -0 -13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 21 -6 -0 1 -6 -0 Scale = 1:42.8 185/144 EXPIRES 12/7/2001 4' 1 ;R4 (4 Fax rage a Job Iiruss 1 130 1 101 0 0 IT • • • ••• 11 - „ mvi r7 e um•er, 'voodinvi e, -1 -6 -0 1 -6 -0 COACMUISEss)pSOing aud Truss COMMON :• 5-7-0 5-7-0 M 6.00 (TT 5-7-0 • 5.7 -0 - 4x12"11 LOADING (psf) SPACING 2 -0-0 TCLL 25.0 Plates Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code UBC /ANS195 e ee s :•-r • •. • , •: II • -. , •...• 10 -0.0 4 -5.0 CSI TC 0.90 BC 0.69 WS 0.98 10-0-0 4 -5 -0 REACTIONS (lb /size) 2= 7258/0.5.8, 6= 7148/0.5 -8 Max Horz2= 66(Ioad case 4) • FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =25, 2- 3=- 11611, 3- 4= -7994, 4.5= -7994, 5- 6= -11611 BOT CHORD 2 -9= 10386, 8 -9= 10386, 7-8=10386. 6-7=10386 WEBS 3 -9 =3261, 4 -8= 6867, 5-7 =3261, 3- 8= -3783, 5.8= -3783 4x6 II 4 s • u 10x12 = U ty 1 Ply 2 14 -5 -0 4-5 -0 14.5 -0 4.5.0 DEFL in (Ioc) I /deft Vert(LL) -0.22 8.9 >999 Vert(TL) -0.32 8.9 >730 Horz(TL) 0.07 6 n/e 1st LC LL Min I /defl = 240 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7-93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase Is 1.33 3) This truss has been designed for a 10.0'psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI / T PI 1 -1995 criteria. 5) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows: 2 X 4 - "1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0 -7 -0 oc. Webs connected as follows: 2 X 3 - 1 row at 0 -9 -0 oc, 2 X 4 - 1 row at 0 -9 -0 oc. 6) Use USP MSH29 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 4 -0 -0 oc max. starting at 2-0-0 from the left end to 18.0 -0 to connect truss(es) T07 (1 ply 2 X 4 HF) to back face of bottom chord. 7) Use USP THD26 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 6 -0 -0 from the left end to 14 -0-0 to connect truss(es) T07 (f ply 2 X 4 HF) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality L.)NG cL�Sarc (optional) e n•us ies, nc. rI 'ov 20 -0-0 5 -7 -0 7 5x12 4x12 ;I 20 -0-0 5 -7-0 PLATES M20 Weight: 205 lb 1 Scale = 1:41.6 LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 2.9 -10 oc purtins. BOT CHORD 2 X 8 DF 1950F 1.7E BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SPF Stud!Std 'Except' 4-8 2 X 4 HF No.2, 3-8 2 X 3 SPF Stud/Std 5 -8 2 X 3 SPF Stud /Std r 0 0 GRIP 185/144 LEXPIRES 12/7/2001 �VI61S LWtfe1 (425) 488 - 1818 � 11110 litt (425)- 488 -8773 Fax age • glw Job :Truss 60110100 1T03 COMMON LOAD CASE(S) Standard ▪ 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (pif) . Vert: 2 -6 =- 667.5, 1-4= -64.0, 4 -6= -64.0 • r • • t • 4 • Uty 1 Ply 2 WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown. and is for an individual building component to be Installed and loaded in the plane of the truss. Applicability of design,parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of Individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality LLr+bbl( (optional) e n•us :es, nc. n 'ov , „,00111. 1 . 11 �WIr�t (425) 488.1818 4 *O �� , (425)-488-8773 Fax jJDD . 180110100 n I rr. • • p • $ • 1/• •:• 1 1 - oo -tnvn a um•er, r.:. rh 0 i Truss i IT05 LOADING (psf) TCLL 25.0 TCOL 7.0 BCLL 0.0 BCOL 5.0 000tnv, e, 3 -10-0 3 -10 -0 4 -8 -10 4 -8.10 Il russ Type 1 COMMON • SPACING 2 -0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC /ANS195 6 -6-0 2 -8 -0 10x12 = CSI TC 0.22 BC 0.43 WB 0.99 REACTIONS (lb /size) 1= 587/0 -5.8, 5= 4698/0.5 -8 Max Horz1=- 53(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -6558, 2 -3= -6561, 3-4= -6561, 4 -5= -6658, 5 -6 =25 BOT CHORD 1 -8 =5955, 7 -8 =4252, 5 -7 =5956 WEBS- 2.8= -182, 3 -8 =3273. 3 -7 =3273, 4.7= -182 5x8 = 3 8 -3.6 3 -6 -11 s • 9 -2 -0 2 -8 -0 IUty i Ply :LuNC3 t..LMbbll; 1 12 (optional) eK n•us ies, nc. rt 'ot 10x12 = 13 -0-0 4-8.10 13-0 -0 3-10.0 ae ses -, DEFL In (Ioc) I /deft Vert(LL) -0.09 7 -8 >999 Vert(TL) -0.13 7.8 >999 Horz(TL) 0.02 5 n/a 1st LC LL Min I /dell = 240 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building,,of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. r � 4) This truss has been designed with ANSI / 1 PI 1 -1995 criteria. 5) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows .2 X 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0 -7 -0 oc. Webs connected as follows: 2 X 3 - 1 row at 0.9 -0 oc, 2 X 4 - 1 row at 0 -9 -0 oc. 6) Use USP MSH29 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 4 -0-0 oc max. starting at 3 -0 -0 from the left end to 11 -0 -0 to connect truss(es) T07 (1 ply 2 X 4 HF) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 Continued on page 2 WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality PLATES M20 Weight: 131 lb 14-6 -0 1.6-0 Scale = 1:28.0 GRIP LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 4.7 -10 oc puriins. BOT CHORD 2 X 8 DF 1950F 1.7E BOT CHORD Rigid ceiling directly applied or 10.0 -0 oc bracing. WEBS 2 X 3 SPF Stud /Std • Except 3-8 2 X 4 SPF Stud/Std, 3 -7 2 X 4 SPF Stud /Std 185/144 age 1 EXPIRES 12/7/2001 ot1i i a i4 (425) 488 -1818 0 � ar (425)-488-8773 Fax • Joa • B0110100 oo•Invi e um•er, *oo•invi e, LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1 -5 =- 667.5, 1 -3= -64.0, 3 -6 =-64.0 Ii russ T05 Truss i, COMMON • WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality S U Qty Ply 1 2 LLAbbti. (optional) tie n•us yes, nc. rn 'ov ROI wgIW LWl11 (425) 488.1818 g i� 1111111011p Ailk (425)488-8 age • jJOD ?Truss 1 80110100 lT07 oo•invi e umoer. • oo•invi e, It • ,.. V S: • I V O ae• ses LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 .1 -6 -0 6-4-5 1 -6-0 6-4 -5 LOAD CASE(S) Standard 9.3.4 - 9 -3.4 ii COMMON 12 -2 -2 5 -9 -14 •• • - - SPACING 2 - 0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 gir 6.00 (-TT CSI TC 0.62 BC 0.84 WE 0.55 18.0-0 8.8 -12 18 -0-0 5 -9 -14 5x6 = 6 I 15 s •ug 23 -9 -14 5 -9 -14 26.8.12 8 -8.12 1 DEFL In (loc) 1/deft Vert(LL) - 0.2612 -13 >999 Vert(TL) -0.44 12 -13 >978 Horz(TL) 0.12 10 n/a 1st LC LL Min 1 /deft = 240 WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown. and Is for an individual building component to be installed and loaded In the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality (optional) e n•us nes, nc. n �'or 29 -7 -11 5 -9 -14 REACTIONS (lb /size) 2 =1426/0.5 -8, 10 =1315/0.5 -8 Max Horz2 =90(load case 4) FORCES (lb) • First Load Case Only TOP CHORD 1.2 =21, 2 -3= -2315, 3-4= -2053, 4-5=-2053,5-6=-1445, 6.7= -1445, 7 -8= -2053, 8 -9= -2053, 9.10= -2315 BOT CHORD 2.13 =2049, 12 -13 =1688, 11 -12 =1688, 10.11 =2049 WEBS 3.13= -309, 5 -13 =346, 5 -12 =- 574, 6 -12 =920, 7 -12= -574, 7 -11 =346, 9.11= -309 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. 36 -0-0 9.3.4 PLATES M20 36 -0 -0 6 -4 -5 Weight: 137 lb 1 Scale = 1:72.7 GRIP LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 3.1 -3 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10.0 -0 cc bracing. WEBS 2 X 3 SPF Stud /Std 'Except' WEBS 1 Brace at midpt 5 -12, 7 -12 5. 122X SPF Stud /Std,6 122X SPF Stud /Std 7.12 2 X 4 SPF Stud /Std 0 185/144 age EXPIRES 12/7/2001 t olLLE LUala . (425) 488.1818 (425)- 488 -8773 Fax JCC •I Bt 110100 Woodinville Lum•er. v ti M LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCOL 5.0 ruSs 1708 I • $ • • • II • • . •• -1 -6-0 1 -6 -0 00 Inv1 e LUMBIR TOP CHORD 2 X 4 HF No.2 80T CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std I lruss • ROOF TRUSS SPACING 2 -0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 6 -6 -0 6 -6-0 6 -6-0 6.6-0 LOAD CASE(S) Standard • 1 BC WB REACTIONS (1b/size) 2= 575/0.5 -87.4= 575/0.5.8 Max Hcrz2 =- 29(load case 3) Max Uplift2 =•12(load case 5), 4 =- 12(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1.2 =21, 2 -3= -499, 3-4 =- 499, 4 -5 =21 BOT CHORD 2 -6 =442, 4.6 =442 WEBS 3.5 =63 0.62 0.34 0.15 4x4 = 2x3 i( Lily 3 s Hug 1 WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component Is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality 1..nn1nn rnnc,dt (ST.RR r]uallty Standard. OSB-89 Braclna Specification. riy I L Z✓ GLHbbiG (optional) 1 e in us 13 -0-0 6 -6 -0 13 -0-0 6 -6.0 OEFL in (too) t /deft Vert(LL) -0.04 2 -6 >999 Vert(TL) -0.07 2 -6 >999 Harz(TL) 0.01 4 We 1st LC LL Min I /defl = 240 Ies n c. r1 'ov PLATES I M20 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed bOilding, of dimensions 60 ft by 38 ft with exposure 8 ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The • lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 2 and-12 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. Weight: 39 lb 14 -6 -0 1 -6 -0 Scale = 1:29.2 • BRACING TOP CHORD Sheathed or 6-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 1060.0 oc bracing. GRIP 185/144 EXPIRES 12/7/2001 up1llLL� LWPer (425) 488-1818 415► (425) -08-877 age WATTSUN 5.5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: C� \ \WATTSUNS \ \LCH450B . WS = = = te r r M = = Ceiling Infiltration 1999 20:09 3608978373 Struc Mass Light Frame, Sheetrock walls HEATING /COOLING /VENTILATING SYSTEMS HeAting System Type: Make: Model: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt) : Duct Losses (% Dan Load) : Total Load: System Size (Output) : Average Annual Heat: Annual Cost: Cooling System: SEER: Cooling Load(at 4F dt): System Size (Over) : Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Ventilation System: R30 blown Attic STD baffled U -0.036 1410 50.8 Advanced Air Sealing w /HRV ACH -0.200 29610ft3 (108.4) Solar 'Access: Location 4 PROPOSED Gas Furnace carrier pav pav/ Vented crawlspace Attic or garage 80 ', 66 % 0.60 47004 Btu /hr 7782 Btu /hr(17 %) 54786 Btu /hr 82000 Btu /hr (150 %) 159 MBtu $ 900 Integrated Spot & Whole House NONE 0.0 (Ducted) Btu/hr tone (©125° %) kWh /yr Partially Shaded Page 2 CASTLE HEATING AC PAGE '03 T Avg Rvalue R- 8.0 R- 8.0 Proposed UA M- 3.000 2360 FILE COPY , Surface Area 472.0 ft2 94.4 ft2 HOUSE ID: SL` CL; /ED Cl i`f ,,nr ;"tJKWILA PERMIT CENTER 12/26/80 711 7080 = = = . — WATTSUN 5.5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: C: \ \WATTSUNS \ \LCH450B.WS Homeowner: Builder: =sts.�C = == Sts =aaa = = REFERENCE DESIGN COMPONENT PERFORMANCE ENERGY BUDGET Component BG Wall 7' BG Slab 7' On Grade Slab Floor Glazing 015% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component BG Wall BG Slab On Grade Slab Floor • Glazing c1St Doors AG Wall /1999 20:00 Site. .3608978373 • = ass= -m REFERENCE 666 14.40 R19 vented Joist 15oc CASTLE HEATING AC • • Analyst: Jurisdiction: Utility: House Type: Single Family Floor Area: 2360 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. PROPOSED 711 Btu /hr -F 13.60 kWh /ft2 -yr PAGE 02 = wu = = = ----- = = ==a = == == = =mma= . =_ s,3= = == ==37tmsisem=== =m===m=m:l== == ====mmmm=GC = = =: S, =C == = =L�= 3ismm==== = == Reference Value X U -0.037 F -0.570 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Description Value R15 foam ext 7' depth U -0.046 F -0.479 R5 2' horizontal F -0.700 U -U'. 041 2g1 Wood /Vinyl <2/2 ", Clr U -0.630 Metal 1 3/4 ", urethane flush +tb f! U - 0.140 R19 STD Lap Wood U -0.062 Items in parentheses not included in COMPONENT PERFORMANCE totals. Page 1 12/26/80 HOUSE ID: Area 0 UA 1170 43.3 130ft 74.1 130ft 70.2 460 18.9 354.0 230.1 36.0 14.0 2615 162.1 1410 50.8 29610ft3( 189.7) Reference UA 666 X Area = UA _ 1170 53.8 130ft 62.3 130ft 91.0 460 16.9 431.0 271.5 36.0 5.0 2538 157.4 _ _ _ == = = = = = = = = = = = = = = = • 07/01/1999 20:00 3608978373 atik WATTSUN 5.5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: C: \ \WATTSUNS \ \LCH450B.WS = _ = == r_= z = = = _ == = - Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: Model: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses (% Den Load) : Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: SUPPLY RETURN Solar Access: PROPOSED DUCT SYSTEM Location Vented crawlspace Attic or garage Ceiling R30 blown Attic STD baffled U -0.036 1410 50.8 Infiltration Advanced Air Sealing w /HRV ACH -0.200 29610ft3 (108.4) Light Frame, Sheetrock walls PROPOSED Gas Furnace carrier pav pav/ 80 t 66 % 0.60 47004 Btu /hr 7782 Btu /hr(17%) 54786 Btu /hr 82000 Btu /hr (150 %) 159 MBtu $ 900 Integrated Spot & Whole House NONE 0.0 (Ducted) Btu /hr tone( @125 %) kWh /yr Partially Shaded Avg Rvalue Page 2 CASTLE HEATING AC R- 8.0 R- 8.0 Proposed UA M- 3.000 2360 Surface Area 472.0 ft2 94.4 ft2 PAGE 03 12/26/80 HOUSE ID: 711 7080 07/01/1999 20:00 4 sari = = WATTSUN 5.5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: C: \ \WATTSUN5 \ \LCH450B.WS Component Component 3608978373 a Site: Homeowner: Builder: = .aaa = = ==aaa= aaa The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN BG Wall 7' BG Slab 7' On Grade Slab Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS BG Wall BG Slab On Grade Slab Floor Glazing @1St Doors AG Wall Items in parentheses not included in COMPONENT PERFORMANCE totals. Page 1 CASTLE HEATING AC Analyst: Jurisdiction: Utility: House Type: Single Family Floor Area: 2360 ft2 Weather Data: Seattle, WA Climate Zone: 1 a is a a aa= S= S= - ===aCa a====--- • ===== ∎== == ==== a a a a a a a a a a a a = = == a a a a a a a a a === ========= == = == a a a a a_ -= 3 3 a a a a REFERENCE 666 14.40 PROPOSED 711 Btu /hr -F 13.60 kWh /ft2 -yr Reference Value X U -0.037 F -0.570 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Description Value R15 foam ext 7' depth U -0.046 F -0.479 R5 2' horizontal F -0.700 R19 vented Joist 16oc U -0.041 2g1 Wood /Vinyl <1/2 ", Clr U -0.630 Metal 1 3/4 ", urethane flush +tb f! U -0.140 R19 STD Lap Wood U -0.062 PAGE 02 12/26/80 HOUSE ID: Area a UA 1170 43.3 130ft 74.1 130ft 70.2 460 18.9 354.0 230.1 36.0 14.0 2615 162.1 1410 50.8 29610ft3( 189.7) Reference UA 666 X Area = UA 1170 53.8 130ft 62.3 130ft 91.0 460 18.9 431.0 271.5 36.0 5.0 2538 157.4 Copyright 2000, SEGA Engineers STRUCTURAL CALCULATIONS FOR THE LONG CLASSIC HOMES RESIDENTIAL PROJECT Job No.: 99 -089 Location: Lots 1 — Tuk . ' a Washington Foste eights Plan No. 452 December 26, 2000 nEC' iVED Cl 1Y OF TUKWILA PERMIT CENTER • SEGA Engineers /Structural & Civil Consulting Engineers 22928 SE 312`" ST (360) 886 -1017 Black Diamond, WA 98010 obi 101 0186 SCOPE OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members, and drawing red -lines for a two story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x joists, and the foundation is typical concrete strip footings with a slab on grade. The use of these calculations is limited to a single subdivision referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited-to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE SEGA Engineers GENERAL STRUCTURAL NOTES CODE: All construction shall be in conformance with the Uniform Building Code (UBC) 1997 Edition. DESIGN. LOADS: Roof Floor Wind Live Load Dead Load Live Load Dead Load Basic Wind Speed 80 mph Exposure B Seismic Zone 3, C = 0.36, R = 5.5 INSPECTIONS: - No special inspections are required. Notify building department for building department inspections as required by local ordinance. FOUNDATIONS: Extend footings to undisturbed soil of 2,000 psf soil bearing capacity (assumed). Bottom of exterior footings shall be minimum 1' -6" below outside finished grade. Backfill walls with a well draining material free of organic material and debris. CONCRETE: Use minimum F' = 2500 psi with 5 sacks of cement per cubic yard of concrete arid a maximum of 6 gallons of water per 94 lb. sack of cement. Maximum sized aggregate is 1- 1 /2 ". Maximum slump is 4 ". All concrete shall be poured monolithically between construction or expansion joints unless shown otherwise. REINFORCING STEEL: All reinforcing steel shall be grade 40 deformed bars in accordance with ASTM specification A- 615. Lap all splices 32 bar diameters or 1' -6" minimum unless otherwise shown. Provide elbow bars (32 dia.) to lap horizontal steel at corners and intersections in footings and walls. -Reinforcement shall be accurately placed and adequately supported by approved chairs, spacers, or ties and secured in place during grout or concrete placement. Minimum Concrete Cover For Reinforcing Steel: Use 25 psf (Snow) 15 psf 40 psf (Residential) 10 psf Protection Slab And Wall Bars: Interior Faces 3 /4" Exposed To Weather Or Earth 1 ( #5 And Smaller) Footing Bars Copyright 1999, SEGA Engineers 2" ( #6 And Larger) 3 " fi • TIMBER: All lumber shall be as follows u.n.o.: Beams DF #2 or better Posts DF #2 or better 2x framing HF #2 or better All 2x -- timber shall be kiln dried. All grades shall conform to "WWPA Grading Rules For Western Lumber ", latest edition. All wood in contact with concrete shall be pressure treated. Maintain minimum 6" clear between wood and exposed earth. All nails shall be galvanized box or common nails. All minimum nailing shall be per UBC Table 23- II -B -1 u.n.o. Machine bolts to be A -307. Bolt heads and nuts bearing against wood shall be provided with standard cut washers. Miscellaneous hangers to be Simpson or ICBO approved equal. All hangers to be fastened to wood with proper nails. All holes shall be nailed. GLUED LAMINATED WOOD MEMBERS: Glued laminated wood beams, Douglas Fir, kiln- dried, stress grade combination 24F -V4 (Fb = 2,400 psi) for simple spans and 24F -V8 for cantilever and continuous spans. Glue shall be casein with mold inhibitor. Bottom. lam to be free of unsound knots larger than 1 /2' diameter. AITC stamp and certification required. BEARING WALL FRAMING: All bearing wall door and window headers not called out or otherwise noted on the plans shall be 4 x 10 DF -2 with one cripple and one stud each end for openings 5' -0" or less and two cripples and one stud for openings more than 5' -0" wide. All columns not called out on the plans shall be two (2) studs. Spike laminated columns together with 16d 16" o.c. staggered. Overlap top plate splice minimum of 48" and nail per UBC Table 23- II -B -1. FLOOR AND ROOF FRAMING: Provide double joists under all parallel partitions that extend over more than half the length and around all openings in floors and roofs uno. Apply 3 / 4 " rated sheathing (40/20) nailed to floor framing members with 8d galvanized box nails at 6" o.c. at all supported edges and 8d galvanized box nails © 12" o.c. at interior supports unless noted otherwise on plans. Apply 1 /2" rated sheathing (24/0) on roof nailed to stiffeners or rafters with 8d galvanized box nails at 4" o.c. at gable ends, 6" o.c. at all other supported edges, and 8d galvanized box nails © 12" o.c. at interior supports unless noted otherwise on plans. Blocking of interior edges not required unless noted on the plans. Lay sheathing perpendicular to framing and stagger panel edges. SHEAR WALLS: All shear wall sheathing nailing and anchors shall be as detailed on the drawings and noted in the shear wall schedule. Use APA rated sheathing with minimum 3 /8" thickness (OSB or T1 -11) and nailed with a minimum panel edge nailing of 6d @ 6" o.c. and 6d @ 12" o.c. in field. Block all unsupported panel edges. All headers shall have strap connectors to the top plate at each end when header interrupts top plate. Use 'Simpson' MSTA24 connectors u.n.o. ROOF TRUSSES: Trusses to be designed and supplied in accordance with UBC Section 2321 by a professionaI engineer licensed in the State of Washington. Roof trusses shall be plant fabricated. Members shall be sized to accommodate a 25 psf snow load and all dead loads. All mechanical connectors shall be ICBO approved and loads shall be in accordance with the allowable loads. Manufacturer shall provide all framing -to -truss and truss -to -truss connection details and required connection materials. Fabricator shall submit shop to the building- department for approval and verify all truss lengths prior to fabrication. Copyright 1999, SEGA Engineers MASONRY VENEER TIES: Shall be corrosion - resistant and if made of sheet metal, shall have a minimum size of no. 22 gauge by 1 inch or if of wire, shall be a minimum of no. 9 gauge. Anchor ties shall be spaced so as to support not more than 2 square feet of wall area but not more than 24 inches on center horizontally. GENERAL CONSTRUCTION NOTES: All construction shall conform to the Uniform Building Code (UBC), 1997 edition. The contractor shall be responsible for all safety precautions and methods, techniques, and sequences or procedures required to perform the specified work. The contractor shall verify all dimensions and all conditions at job site including building and site conditions before commencing work and be responsible for same. The contractor shall provide temporary bracing as required until all permanent connections and stiffeners have been installed. The contractor shall coordinate with the building department for all building department required inspections. Do not scale drawings. Use only written dimensions. The details shown are typical and shall be used for like or similar conditions not shown. Variations and modifications to work shown on these drawings shall not be carried out without written permission from the architect. • Copyright 1999, SEGA Engineers 2x VENTED BLOCKING. NAIL TO TRUSS 6 EACH END. r v iz" RATED SHEATHING ad fl 6" O.C. SHEATHING AND NAILING PER PLAN OR SCHEDULE. • 'SIMPSON' NI FRAMING ANCHOR. TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4' -0" MN. 4 NAIL w/ I6d f) S" O.C. STAGGERED COPYRIGHT 1999, SEGA ENGINEERS 0 TYPICAL ROOF FRAMING CONNECTION LCN $452 SCALE: I" = I' SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (980) 888 -1017 • FAX 888 -1018 SHEAR WALLSHEATHING AND NAILING PER PLAN OR SHEAR WALL SCHEDULE. • i " RATED SHEATHING GABLE END TRUSS 'SIMPSON' A35 e- 32" O.C. DEL 2x TOP PLATE. LAP SPLICE 4' -0" MIN. s NAIL w /16d e 8" O.C. STAGGERED. COPYRIGi -IT 1999, SEGA ENGINEERS ROOF FRAMING ' GABLE END LCH "452 SCALE: I" = I' • SEGA Engineers /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (980) 888 -1017 • FAX 888 -1018 IWO VO 4 ' ROOF GNEATN1NG PER PLAN TRUSS OR RAFTER PER PLAN EXTERIOR SHEATHING PER PLAN OR SCHEDULE. 2x NAILER OR TRUSS w/ I6c1 6 8" O.C. r 2x BLOCKING. 2x STUD COPYRIGHT 19'39, SEGA ENGNEEF25 (D ROOP FRAMING e 51-1E412 WALL LCN "452 SCALE: 1" = 1 SEGA Engineers /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (380) 888-1017 • FAX 888-1018 'SIMPSON' yOLDOUX STRAP PER PLAN SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SOLE PLATE NAILING. USE I6d 16" O.G. MIN. SOLID RIM JOIST ' SUBFLOOR JOIST P4R PLAN 2x DBL TOP PLATE. LAP SPLICE 4' -0" MIN. 4 NAIL w/ 16d S" O.G. STAGGERED. COPYRIGHT 1999, SEGA ENGINEERS 2x STUDS PER PLAN. (BEAM AT SIM.) TYPICAL FLOOR FRAMING CONNECTION LCN *452 SCALE: 1" = I' SEGA Engineers /Structural de Civil Consulting Engineers 22028 312th ST SE • Black Diamond, Washington 98010 (980) 888 -1017 • FAX 888 -1018 • 'SIMPSON' HOLDOWN STRAP PER PLAN SHEATHING NAILING PER PLAN JOIST PER PLAN 2x BLOCKING w/ 16d TOENAIL AT 8" O.C. ' •� �� SLY �q SOLE PLATE NAILING. USE I6d 9 8' O.G. UN.O RIM 3 /4" SUBFLOOR 20111re ASK 111111M ••••=41111,,AIII 8d e 6" O.C. COPYRIGHT 1999, SEGA ENGINEERS FLOOR FRAMING e CANT, JOIST LCH "452 SCALE: P : 1` SEGA Engineers Structural & Civil Consulting Engineers 22028 312th ST SE • Black Diamond. Washington 98010 (380) 888 -1017 • FAX 888 -1016 • CONTINUOUS RIM JOIST /- Sd 9 4" O.C. 3 / SUBFLOOR PER PLAN 'SIMPSON' A35 s 16" O.C. JOIST PER PLAN SHEATHING 4 NAILING • COPYRIGHT 1999, SEGA ENGINEERS CD FLOOR FRAMING INTERIOR SNEAK WALL LCH "452 SCALE" I" : I' - SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (380) 888 -1017 • FAX 888 -1016 Mb a • SHEATHING PER PLAN OR SCHEDULE "4 BAR CONTINUOUS (TYP TOP 4 BOTTOM) 'SIMPSON' HOLDOWN PER PLAN tit 2x STUD PER PLAN. USE DBL fp HOLDOIUN. SLAB ON GRADE PER PLAN OVER 6 MIL VAPOR BARRIER ON COMPACT BASE. 2x FT SILL WITH 5 /8" .DIA ANCHOR BOLT. CONCRETE FND PER PLAN / X/ X/ "/ ��/>-- "4 BAR CONT. ( TYP.) /// C40 4G1-1T 1999, SEGA ENGINEERS FRAMING e FOUNDATION LCH "452 SCALE: 1" = I' SEGA Engineers /Structural & Civil Consulting Engineers 22928 912th ST SE *Black Diamond. Washington 98010 (380) 888 -1017 • FAX 888 -1018 'SIMPSON' HOLDOUJN STRAP PER PLAN OR MSTC40 MIN. .EXTERIOR SHEATHING PER PLAN "4 BAR 4 10" O.C. . HORIZONTAL. 'SIMPSON' HOLDOU.N PER PLAN "4 BAR 6 16" O.C. YERITCAL • \ \ / / / \\ j� "4 BAR CONT. (TYP OF 2) COPYRICxNT 1999, SEGA ENCINEE : %\ \ . 0 CRIPPLE 1J,4LL FRAMING AT FOUNDATION LCH "452 SCALE: I" = I' Aar "1•1/. ■1•41111111 -40111r MIN. (2) 2x STUD HOLDOUJ1 2x PT SILL w/ ANCHOR BOLT PER PLAN OR SCHEDULE. USE 5 /8 "0 AT 60" O.C. MIN. 48" MAX. SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (980) 888 -1017 • FAX 888 -1018 • SEGA Engineers, Structural & Civil 22928 SE 312 ST Black Diamond, WA 98010 LOADS ROOF FLOOR DL DECKS DL LL DL LL WALLS DL LL - Copyright 1999. SEGA Engineers Consulting Engineers (360) 886 -1017 Total Roof Load Roofing (Comp) '/2" OSB 2x @ 24" /8" GWB Insulation Misc. Snow Reduction, Rs 6/12 pitch = 27 deg 3 /4" Plywood 2x12@16 "oc Flooring S /8" GWB Misc. Residential Total Floor Load Residential Total Deck Load 2 x Decking 2x10@16 "oc Misc Siding 1 /2" Plywood 2x6 @16 "oc Insul 1 12" GWB Project LCH #452 Job No. 99 -089 By: GAT Checked 3.5 psf 1.8 3.5 2.8 1.1 1.5 14.2 psf 25 psf -0.82 psf 2.3 psf 3.3 0.5 . 2.8 1.5 10.4 psf 40 psf 4.3 psf 2.8 1.5 8.6 40 psf 3.0 1.5 psf 1.7 0.6 2.2 Date: 10/18/99 Sht 1 of 38.4 psf 50.4 psf 48.6 psf 9.0 psf • (115% Load Duration) AID • • SEGA Engineers / Structural & Civil Consulting Engineers 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY - /i S 14+1(`' )C.L'eSc) Q Copyright 190. SEGA Engineers 75 . Pit e— 6 (1E_ . 5 .r 1- 6 Q 0 .14. A- ',A (s p PROJECT SZ JOB NO. ' 99 Dg FIGURED BY 64. t •. DATE / /� / SHEET y OF 3 V.6 +.13 . 5 /p -q,r - z• tJ1 3$ Of 4s (n,y 2"r4)( 21 2 ) 2 —)// C l k, h ' Co. (o 4 $ / Litn')Z. V ( 4 \ a- eLc it L • Z S I• • fir 17 e l � . (Cr 0 * -j (71 • SEGA Engineers Structural & Civil Consulting Engineers WIND 22928 SE 312 ST Black Diamond, WA 98010 LATERAL LOADS (360) 886 -1017 SEISMIC Maximum Base Shear, V = 2.5 Ca I W R Checked where, Ca = 0.36 Zone 3, SD, Table 16 -Q I = 1 Table 16 -K R = 5.5 Table 16 -N W = Seismic Weight For W: Wroof= (48ft) (28ft) (16psf)+ (2) (48ft+ 28ft) (4.Oft ) (9psf) = 27 kips Wfloor= (48ft) (28ft) (14psf)+ (2) (48ft+ 28ft) (8.Oft) (9psf) = 30 kips W total = 57 kips Design Base Shear , V = ( .164) (57 kip) = 9.3 kip Design Wind Pressure, p = Ce Cq qs I where, Ce = 0.62 = 0.67 = 0.72 0 -15ft 20 ft 25 ft Project LCH #452 Cq = 1.3 Method 2 qs = 16.4 psf 80 mph I =1 PO -15= (0.62) (1.3) (16.4 psf) (1) = 13.22 psf P20 ;_ ( 0.67) (1.3) (16.4 psf) (1) = 14.28 psf P25 = ( 0.72) (1.3) (16.4 psf) (1) = 15.35 psf Job No. 99 -089 By: GAT Therefore, . Wind Loads Govern for Lateral Design - Each Way Date: 10/18/99 Sht} Sect. 1630 Eq. 30 -5 E = ( 1.00) (9 kip) = 6.6 kip Eq. 30 -1, Sect. 1612.3.2 1.4 Eq. 20 -1 Exposure B Table 16 -G Design Base Shear: (Wind) Vf /b= (30ft) (10ft) (13.2psf) + (30ft) (5ft ) (14.3psf) + (12 ft) (5ft) (15.4 psf) = 7.0 kips Vs/ (46ft ) (10ft)"(13.2psf) + (48ft ) (5ft) (14.3psf) + (34 ft) (5ft) (15.4 psf) - = 12.1 kips Table 16 -H Figure 16 -1 • • Copyright 1999, SEGA Engineers J ! i��'ld'P4� t . f r SEGA Engineers , PROJECT L G 4 5z . Structural & Civil Consulting Engineers OD JOB NO. _ tag 9 FIGURED BY (1,41- 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DAV/ SHEET 4 OF .SNoA - \A)4LL S)4F -A Z - \i/\/A ALL I P }(s-1) I 4 3 _ t: 4 t 4' 4- 14' /3'5' = .35-, S Fr F.s 15.32.Y ASS' - 43P 4 = 1,4 + (• 1(191)1/3,azi, / 7.= ,._51.sor°7 0 I4'+•!e' 1 /532_ 442- = ' -' \JF t - 3Q ii 5'F(,'} 41 -z5 14)131.A. 1--- (is) ( 1 len Copyright 1999, SEGA Engineers 0 - 14Lipr. /.53 - N kropr• SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE SHEET 4F —S)gitft. t � � ,Q 4.S 10.j i f. c 20� ,7g az.F . ' • ! V F - 3 SS'(o� } ;( P DEAF. WALL - t.�a.�r • V l _ l z 3 izfrr • $1-10 c. WA L '� _35 so 7to t;. F' 4' : L, H g- r =C . ( jico); = .O•7Co k: .5 1 Z. 4. S -; • 1 3 r Copyright 1999. SEGA Engineers JOB NO. c 1_ o 3 q FIGURED BY Ur47- F ,t' /Lilt _ V • 3,SS� #4 , = S 1� t 4 • -1.3i4 MS7 • I-W 00 CO 0 CO J W ° 2 D. a , fS' zo to 0 0— Q Lu ui U. O Z U N 2 � 11 I �'� SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE SHEET 4F —S)gitft. t � � ,Q 4.S 10.j i f. c 20� ,7g az.F . ' • ! V F - 3 SS'(o� } ;( P DEAF. WALL - t.�a.�r • V l _ l z 3 izfrr • $1-10 c. WA L '� _35 so 7to t;. F' 4' : L, H g- r =C . ( jico); = .O•7Co k: .5 1 Z. 4. S -; • 1 3 r Copyright 1999. SEGA Engineers JOB NO. c 1_ o 3 q FIGURED BY Ur47- F ,t' /Lilt _ V • 3,SS� #4 , = S 1� t 4 • -1.3i4 MS7 • I-W 00 CO 0 CO J W ° 2 D. a , fS' zo to 0 0— Q Lu ui U. O Z U N 2 SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers JOB NO. 11—°S9 22928 SE 312th ST.' Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY Copyright 1999, SEGA Engineers Lc4 rt �}SL FIGURED BY q t4 T ' DATE /ei SHEET , OFD • Mark Minimum Sheathing (1) Sheathing Nailing (1) Sole Plate Nailing Anchor Bolts (3) Remarks > Min. 3 /8" T1 -11 or OSB 6d © 6" o.c. N/A 5/8" © 60" o.c. Qall = 195 plf > Min. 3/8" T1 -11 or OSB 6d © 4" o.c. 16d © 8 "o.c. 518" © 48" o.c. (LI = 295 plf SHEAR WALL SCHEDULE r r a Notes: 1) All walls designated "D " are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per UBC Table 23- II -B -1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of the piece. Embed bolts a minimum of 7" into concrete. 4) See NER -272 for alterante nailing / staples. r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Project Name: . _ SST n- �'rArs . , Address: • , Residential Building Permit Number: . 1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used): ❑I. El 11 El III. MIV. V. ❑VI. ❑VII. • ❑ VIII. 2. House Square Footage (HSqFt) 2', 3. Heating System installed, (check system type below): ❑ a. Electric Resistance /21 BTU /h per sq. ft. . ❑ b. Electric (forced air) /24 BTU /h per sq. ft. c. Other Fuels as heat pump) /27 BTU /h per sq. ft. 4. Equipment: a. Make , b. *Model = )' , _ O — /7 ' c. Size in BTU's 5. Calcuiation/(HSgFt) ZeO 30 (see line,2 above) REct=NE;D BTU /h X 77 (see line 3 a, b, or c above) Sit2 BTU Equipment Maximum Size PERMIT APPLICATION #: 7/9/96 CITY oF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Prescriptive Heating System Sizing for Single Family Homes - New Construction Washington State Energy Code Chapter 9, Climate Zone 1 H =6 Applicant's Signature: Date: o Li r or TUk4 etHMIT CENTER 66. CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE ,f NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. Floor 4 HVAC AFUE' Glazing'max: ' % of floor U- value Door U - value (R- value) Ceilings: 'with attics vaulted Walls:_ : . above grade below grade lnterlor OR exterior Approved by: • EYRGYCOD. nOC 1 /23%97 HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPTI 0 ? .78 . 10% 0.70 0.40. (R -2,5) R -30 R 30 R -15 R -15 R R -19 R -10 OPT II 0 > .78 12% 0.65 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 OPT III OPT IV .88 21% 0.75 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 Slab on grade < two stories The " >" symbol means more than or equal to; means less than or equal to. ' Glazing trade -offs may be made it the Option U -value requirement is not exceeded. PLAN REVIEW (for •official use only) ❑ YES ❑ NO Selected Option is appropriate for this dwelling design. choice. Notes: >.78. 21% 0.65 0:40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 OPT V 0 > .74 21'%% 0.60 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 Option OPT VI 0 .78 25% 0.50 • 0.40 (R -2.5) R -38 R-30' R -19 R -19 R -10 R -25' R -10 may be a better OPT VII* 0 .78 `. 30% 0.45_. 0.40 (R -2.5) R -30 • R•30 R -19 R -19 R -10 R -25 R -10 Date: NO MANUFACTURER FRAME MATERIAL `ACDEL # SIZE U•VALUE AREA S.F. '3 8es, Bcftr 1 P%�-y� �b /0 • 1 .50 go / -4f ` h.-- -" 6 .�,o x - ✓ 4 I -1t- -lr-- ,ff/O & K 5 . 5 *2 3 —t( —Ae 0 /c7 5 tt —c2 - 5v 66 7 -rr_, - 9/0 .5'-c I --��- -6- ffZn Zv K 3.0 © C I — /r— ' — lc._ -- 9 ? c 7 v �6 ,© . So , --. • I 4 J • CITY 'IF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1• HEAT SOURCE: .. / 4 ;). 5- (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back,of this sheet) A 1, • A II TOTAL GLAZING AREA 2 /Js S.F. . TOTAL CONDITIONED FLOOR AREA Zo 30 TOTAL GLAZING AREA 4-) (add entire column) S.F. x 100 = Z H-15 ACTIVITY #: PROPOSED GLAZING PERCENTAGE The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. 2/7 • ENRGYCOD.DOC 2/13/97 ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): . LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) /27 /3 7 7c' KITCHEN FAN 100 CFM i t - ' d BATHROOM FAN % e..A ft I . 50 CFM 4b& /.2 BATHROOM FAN 1%,.& X Zi' 50 CFM 50 CFM PA � 7 1;6- _ _ _ ze BATHROOM FAN LAUNDRY FAN 50 CFM ❑ WHOLE HOUSE FAN' O 50 CFM (1.2 BEDROOMS) (CHOO5EONE) O 80 CFM (3 BEDROOMS) 100 CFM (4 BEDROOMS) /.-'v Lam 4.41- ':;14 / C ❑ *Whole house fan also serves as a kitchen or bath spot fan: tip YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4: to 0 Whole house fan is listed 0 Whole house fan wiring 0 Whole house fan shall Sone rating (< 1.5 if ceiling) . /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YE'S 0 NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run . from the building exterior to the furnace return plenum. . ❑ Mechanical ventilation fan ducts shall be >_ 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. ti J , ;!f Overall living area: One wall port as specified for bedrooms. OR: --. rs ❑ Central forced air furnace which delivers outside makeup air through the ducting system. ' c 'RG CITY 01 TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: 7 7 ,' �ei ,S Location: 5o b /4, (LOT /2 J File #: 1) -08/ Action: denied Date: a / /3f aI Reviewed By: 4 - NAM 'e c ♦ - 0/79 PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD 125 VAL -VUE PW STANDARDS PRE -APP PROBLEM AREAS I. Rease revls 2 /!'C �/ yc'ur (-or atbaduzd tinc?th V J4t /33 oo' kneel; twilit. Pa). 1. Fer &tvo'? Yo /t Permit Co o i i Sc' /2 43/- 33 7.2 4 pe 44 ' L (9ht o,( e424h, 9 2.e. S , 1 i ' / o / l / 5t-tiediris;0.) ,k is, P 'woe 7-r r / bl a.L .S'Gaq! 0 /S/o ,t.. 4 cord;' '2 v ira' tg7446,2 U"iLITY , r rLA LOT 12 FOSTER HEIGHTS KING COUNTY, WA LONG CLASSIC HOMES ZIRMICLAN, WA dot - og8 T.17, ;k1() v1 41 PIMP.: _ tL {7j� f1 R Q _2tI.-N .J� - 5Ho(.) WAicti 64,4i ,V t Tl WI" 1 .4 EL NfaeP DuiN ,1 CENTEr- L-01 AgA 1 32 5Q .Fr. IMMVIOU5 SURFAC5 Hof Coveiucz c 4 y w s a4- 7 cis Partial BUILDING DIVISION REVEIW Date: April 4, 2001 Project Name: Foster Heights Lot #12 Permit Application Application #: 001 -081 Plan Review: Ken Nelsen, Plans Examiner No further comments at this time. Tukwila Building Division 6300 SouthCenter Blvd., Tukwila, WA 98188 206- 431 -3670 A general Building Division plan review has been completed for the subject project. Please address the following comments and accompany with revised plans and/or documentation. 1. The building elevations and foundation cross section do not accommodate the site plan elevations. For example, the submitted site plan shows an elevation change of about eight feet from one corner of the house to the other. On revised plans submit a foundation design that will provide for the site elevation condition. 2. Regarding the foundation design, include any applicable geotechnical recommendations found in the February 10,1998 geotechnical evaluation by Geospctrum Consultants, Inc. 3. Also show on revised foundation cross sections the required wall insulation, water proofing, and footing drain system. DESCRIPTION OF FOOTINGS OR CAISSONS COVERED DY This NOTICE: % ' 3r. -- ` I , (`J t FOOTINGS CONDITIONS MEWED ATSWit ei,at L F OR 251212 4, D' T _........,,,�...._ a� _ •�.r r 4ent by: Earth Consultants 425 /45 utlov; bib'd 162'0N 4..i.4CL-Aa •••••••••• Earth Consultants Inc. TirelreSi. Grobitia & lemitonmoroslaciaribes t MS • t 3801 Plain N.E.. Sues 201 Balim t, WA SECS BaCavw (425)1I047W FAX (425) 7460060 Toll Frw (11851 7364870 MEMORANDUM FOOTING EXCAVATION OBSERVATION r rc.vri nn rjra.JII6,...rr• I •• .. • DATE OBSERVED /2.O,2 p L. .!__...� PRAJEc r NO. • Q ! �P PROJECT' NAME /s10a / , 9ZQi PROJECT LOCATION 17 kw OWNER OR CONTRACTOR a iel'illitir.'"n.g.1116°51.•es .00 R ptARKS: ..�.G.A1Ql1 , .. ' ..6- i. p �- r S mda m. 72 — "forrV ._._...__._ • .. , • .... • ._.,.___.__..e.__••••••••._._.•■•■•••..._ •• • ... _ _..._._..._...__...._. . • SIGNATO KLui The underz9loned has observed only the tooling arld/a caisson excavatena fated share. The results of this obaewatlon aro only valid fora period of 48 hours. If any change In tno condNJona 0ccura, 0 Quid be promptly notified, S3WOH DISSd30 01.101 WUOS:TT T002'Tt'03Q Sent Earth Consultants April 18, 2002 E -9920 Long Classic Homes 1624 Pioneer Street Enumclaw, Washington 98022 Attention: Mr. Doug Pulley Subject: Dear Mr. Pulley: In accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rhea -Mix concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its use on several of our commercial projects. The additive is produced by Cadman, and is intended as a substitute for a conventional vapor barrier. It is our understanding that the Rheo-Mix additive effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional plastic sheeting vapor barrier. We trust this information meets your current needs. if you have any questions or need additional information, please oontad us. Sincerely, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager cc: City of Tukwila Attn. Mr. Dave Larsen Vapor Barrier Building Slab -On -Grade Foster Heights Subdivision Tukwila, Washington 425 746 0860; 04/18/02 11:52AM;J ffijj #8; Page 2/2 EXQ112ES 7 /?11 / Loo1 Earth Consultants Inc. trr. )it,' AI 1!,git tin tvrtt1,,ttrr ;tl It, vi•.f.. oP L0± 1 1805 . 136th Place N E , Suite 201. Ftellevue. 'Washtneton 9:C /Jt; Bellevue (425) c43 -3786 FAX (425) 746.0860 To). Free (8 88) 739.6670 a 00 cn u) w o co d � w U � o f w w u O til rg 0 z Co • ies Date Description 2 4/18/02 Vapor Building Letter Letter of Tr a n s mi ttaF( . - +fir. APR 23 2002 TO: Long Classic Homes 0l: V3 / f ATTENTION: Mr. Doug Pulley WE ARE SENDING YOU: 0 Attached 0 Under Separate Cover Via: THE FOLLOWING: ❑ Field Reports ❑ Reports 0 Preliminary Drafts 0 Test Results ® Per Your Request ❑ THESE ARE TRANSMITTED FOR YOUR: ® Information ❑ Files ® Approval ❑ Review and Comments ❑ Signature ❑ Distribution ❑ ❑ REMARKS: If you have anjuestions please call our office. cc: 1. City of Tukwila ATTN. Mr. Dave Larson 2. ATTN. 3. 4. 1624 Pioneer Street Enumclaw, Washington 98022 DATE: April 18, 2002 JOB NO.: E -9920 PROJECT: Foster Heights Subdivision ATTN. ATTN. Earth on ultants Inc. 1805 - 136t Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: (425) 643 -3780 / Fax: (425) 746 -0860 Toll Free: 1- 888 -739 -6670 C,t' ottchnlail Engineers. C•eoloOstSd.En 1ronmenrd scientists BY Keri Bate Thank you! Long Classic Homes 1624 Pioneer Street Enumclaw, Washington 98022 Attention: Mr. Doug Pulley Subject: Dear Mr. Pulley: Vapor Ranier Building Slab -On -Grade Foster Heights Subdivision Tukwila, Washington Earth Consultants Inc. ►1 Ge ote clinical Engineers. Geologists & Environmental Scientists April 18, 2002 E -9920 In accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rheo -Mix concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its use on several of our commercial projects. The additive is produced by Cadman, and is intended as a substitute for a conventional vapor barrier. It is our understanding that the Rheo -Mix additive effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional plastic sheeting vapor barrier. We trust this information meets your current needs. If you have any questions or need additional information, please contact us. Sincerely, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager cc: City of Tukwila Attn. Mr. Dave Larsen EXP1RE 7 /711/ L�` ip4o2 D01-t Poi - CS' Dc L C 00 - CiO DC`e CSC` CS 001- 13:1 OH- 133 b( -� :y 00I 33) x — 3 (- Dc. I- 33'7 t cl -') 39 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 June 14, 2001 Charles Prib 14205 SE 255th Street Kent, WA 98042 RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -081 Foster Heights — Lot 12 4830 South 145th Street Dear Mr. Prib: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the sumo time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not he acce ted throu h the mail or by a messen er service. I f you have any questions, please contact me at (206)431 -3672. Sipcerely, Brenda Holt Permit Coordinator encl xc: File No. D0I -081 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director )300 Southcenter Boulevard, Suite ;10O • Tukwila, Washington 08188 • Phone: 2On -431 -3070 • Fax: 200- 431 -3nn5 ACTIVITY NUMBER: D01 -081 DATE: 3 -20 -01 PROJECT NAME: FOSTER HIEGHTS SITE ADDRESS: SOUTH 146 ST (LOT 12) SUITE NO: Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: ivisi n TJ Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route F Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions l l REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ri REVIEWER'S INITIALS: `Yft40Ult txx PLAN REVIEW /ROUTING SLIP I 2 Fire Prevention A� 4- *-oi Structural Incomplete n n --0( 2U Plannin Division 4* -01 Permit Coordinator DUE DATE: 3 -22 -2001 Not Applicable C No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 4 -19 -2001 Not Approved (attach comments) TE: DUE DATE Approved with Conditions I I Not Approved (attach comments) DATE: bizl <� n ut' z • w 6 � U C3 CO CO co w O L �W g. W 0 O N o H w ui u. ui z U 22 O z ACTIVITY NUMBER D01 -081 DATE: 07 -19 -01 PROJECT NAME: FOSTER HEIGHTS - LOT 12 SITE ADDRESS: 4830 SOUTH 145 STREET SUITE NO: Original Plan Submittal DEPARTMENTS: Please Route Approved 1'KlU Ull lMK NM FcRMIT COORD COPY PLAN REVIEW /ROUTING SLIP Response to Correction Letter # 1 Revision if AFTER Permit Is Issued .■.eminm► Bu i g lvision Q Fire Prevention n Planning Division P Wor s Structural I I Permit Coordinator DETERMINATION OF COMPLET (Tues., Thurs.) Complete E1 Incomplete ri Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) 1 1 Structural Review Required Approved with Conditions REVIEWER'S INITIALS: Response to Incomplete Letter I� n 4111111111•11•11111111111111111111M1h. 111.1111116. DUE DATE: 07-24-01 Not Applicable n No further Review Required C DATE: DUE DATE 08 -21 -01 Approved n Approved with Conditions Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Not Approved (attach comments) I DATE: ACTIVITY NUMBER: D01 -081 PROJECT NAME: Foster Heights — Lot 12 SITE ADDRESS: 4830 S 145 St. DATE: 04 -29 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Is Revision # I After Permit Is Issued DEPARTMENTS: Building tvision co g Publicgorks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete V� Incomplete Comments: TUES/THURS ROUTING: Please Route a( Structural Review Required APPROVALS OR CORRECTIONS: Approved C Notation: Docurnentshouting slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions C n Planning Division Permit Coordinator Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 05-28-02 Not Approved (attach comments) U REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD CC ��` , DUE DATE: 04-30 -02 Not Applicable El n Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 081 PROJECT NAME: Foster Heights — Lot 12 SITE ADDRESS: 4830 S 145 St. Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete N gi Incomplete ❑ TUES/THURS ROUTING: Please Route ❑ Structura Review Required REVIEWER'S INITIALS: DATE: 04 -29 -02 Response to Incomplete Letter # I Revision # 1 After Permit Is Issued C Planning Division Permit Coordinator 411•11tttt' DUE DATE: 04-30-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 05-28 -02 Approved with Conditions ❑ Not Approved (attach comments) DATE: Qt I Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER D01 -081 DATE: 07 -19 -01 PROJECT NAME: FOSTER HEIGHTS - LOT 12 SITE ADDRESS: 4830 SOUTH 145 STREET SUITE NO: Original Plan Submittal X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUESITHURS ROUTIN : Please Route Structural Rev Required LI No further Review Required LI REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved with 9nditions .,REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Ti Approved with Conditions REVIEWER'S INITIALS: uxaout� DOC 'r`rl Response to Incomplete Letter # Fire Prevention l l Planning Division C Permit Coordinator DUE DATE: 07-24-01 Not Applicable LI DATE: 7 - Z4 -2y ( DUE DATE 08-21 -01 Not Approved (attac corn ents) DATE: n c DUE DATE Not Approved (attach comments) Ti DATE: ......111.. PERMIT NO.:1-2) 1 -- DB( BUILDING PERMITS INSPECTIONS Pot 4 opt ■ ❑ 00001 Progress Inspection Status ❑ 000o2 Pre-construction ❑ 110(103 Investigation ❑ 00(104 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 1)0106 Follow -up ❑ (100(17 Pre- i\lovc Inspection ❑ 10050 WSEC Residential ❑ 00060 -WA Ventilation /Indoor AQC ❑ 00070 NLI:A Inspection /Modular Stntct ❑ 00071 Mobile Home Tie Down Insp ❑ 00(17 Marriage Lines ❑ 00090 Rested 00095 footing Drains 10I00 Foundation Footings 01)21)0 Foundation Walls ❑ 110250 Foundation Insulation ❑ 003110 Concrete SIah,Slab Insulation 00350 Crawl Space 110400 Shear Wall Nailing 00450 Plywood Wall Sheathing 00501 Roof Sheathing Nailing 110525 Plywood Deck Nailing 0050 Exterior Wall Sheathing ❑ 01600 Masonry Chimney ❑ (10610 Chimney Installation/All fy pes (07111 Framing 011750 Roof /Ceiling insulation 10800 floor Insulation 01)801 Wall Insulation 111811' Exterior Roof Insulation 01803 Glazing inspection ❑ 111815 Lighting and Controls ❑ 009011 Suspended Ceiling 010)0 interior Wallboard Fastening ❑ 0100I Exterior Wallboard fastening ❑ 01 1 10 Pre -Move Inspection ❑ 01115 ..... . Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof ❑ 1I40( Final -fire )1700 final - Building ❑ 01901) Final- Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special -Mom /Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 041)05 Special- Iligh- Strength Bolting ❑ 04006 Special - Structural Nlasnnry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Cone fill ❑ 04009 Special -Spray fireproofing ❑ 04010 Special - Piling. Piers. Caissons ❑ 14011 Special- Shotcrete ❑ 0401 Special - Grading. Excav,fill ❑ 04013 Special - Retaining Wall ❑ 141)14 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: 0 Permit Tech: CV' CONDITIONS 11)1) No changes to plans unless approved by Bldg Div ❑ 0 0 10 I Special inspection required. notify. I3idg Div ❑ 0 111 Special inspector shall submit tinal signed report ❑ 1)112 New ceiling grid & light fixture shall meet lateral bracing ❑ 01)I3 Partition walls attached to ceiling grid ❑ (1114 ❑ 11115 Readily accessible access to roof mounted equipment Engineered truss drawings & cales shall he on site �tll)16 Exposed insulation hacking material ❑ 01I7 Suhgrade preparation including drainage. excavation ❑ 1)t I8 Statement from rooting contractor verifying fire retardant class of root 0019 All constntction to he done in conformance vv/approved plans ❑,"No stork shall he dune in addition to those modifications..." 1100 Plumbing permits shall he obtained through King Co 0 0 (112 Structural observation shall he provided for this project ❑ 111)21 •111 food preparation establishments must have King Co ❑ 11132 Fire retardant treated wood shall have flame spread of 0123 Notify Building Division prior to placing any concrete 1 All spray applied fireproofing shall he special inspected r 1 All wood to remain in placed concrete shall he treated ❑� 1027 All structural masonry shall he special inspected �cX 1)037 Validity of i'erntit 1)1)2; Rack s torage requires separate permit 011111 Ileclrmeal permits obtained through I. & 01110 No occupancy of building until final insp by I)Idg Div 011)2 Remove all steeds. concrete. stone 6ioun(1;01mi%. flat concrete 11137 Manufacturers installation instructions required on site "II f1 I maximum allowed per 1997 WA Slate Energy Code" 110 Contact I' \V Div to obtain insp f water /sewer connect 1)018 ,\ 1.' of l ) %rill be required for this permit ❑ 01)3') final approval for all 1'I win the limits of the SC Mull 1)1)14 All mechanical work shall he under separate permit ❑ 1:11411 All construction noise to he in compliance with 82 'I' \1C ❑ 10 .11 Ventilation is required finr all new rooms & spaces *11:1 permits. insp records & approved plans available 2 All structural concrete shall he special inspected ❑ "Applicant shall obtain :t separate plumbing permit from King C'o' ❑ "Anchoring - All new construct and substantial improvement shall he anchored to prevent flotation" ❑ (!1)1)7 All structural welding shall he done by \VABt) certified inspector ❑ 11108 All high - strength bolting shall he special inspected ❑ Illl1)') Bolts installed in concrete shall he special inspected ❑ 003{ Comply with requirements of MC 16.04 ❑ 11134 Removal of septic tanks require approval and compliance with King Co I icalth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "fuel hunting appliances ❑ "Appliances. which generate...." ❑ "Water heater shall he anchored.. ❑ " Rerun (' . Platt Revics%er: Date: Date: ACTIVITY NUMBER D01 -081 DATE: 07 -19 -01 PROJECT NAME: FOSTER HEIGHTS - LOT 12 SITE ADDRESS: 4830 SOUTH 145 STREET SUITE NO: Original Plan Submittal Response to Incomplete Letter II X Response to Correction Letter # 1 Revision It _ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: [14 Structural Review Required REVIEWER'S INITIALS: % ' . stit./ Please Route APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Not Approved (attach omments) REVIEWER'S INITIALS: Cla DATE: 8/ 06/0 CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: Y`Ultli IX)C Vr) I I PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete n Approved with Conditions C n n Planning Division Permit Coordinator n n DUE DATE: 07-24-01 Not Applicable n No further Review Required n DATE: 7- 7.t) - DUE DATE 08 -21 -01 DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete Comments: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Approved TIMUUIl lkk' w. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -081 DATE: 3 -20 -01 PROJECT NAME: FOSTER H I EG HTS SITE ADDRESS: SOUTH 146 ST (LOT 12) SUITE NO: Original Plan Submittal Response to Incomplete Letter #_ Response to Correction Letter # Revision # After Permit Is Issued • Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., 'Thurs.) Incomplete n TUES/THURS ROUTING: Please Route Structural R 'w Required L._ No further Review Required n DATE: 3 - ??- X01 411111111•1111111111111111111111111. 411111111111111111■1111111 APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with ¢pnditions n Not Approved (attac DATE: CORRECTION DETERMINATION: C C REVIEWER'S INITIALS: Planning Division Permit Coordinator n n DUE DATE: 3-22 -2001 Not Applicable El DUE DATE 4 -19 -2001 DUE DATE Approved with Conditions Not Approved (attach comments) DATE: z I 00 0 O u- w0 u. < H u. W z U = O F- z ACTIVITY NUMBER: D01 - 081 DATE: 3 - - PROJECT NAME: FOSTER HIEGHTS SITE ADDRESS: SOUTH 146 ST (LOT 12) SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision It _ After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Y'4RUU1[ IXX" 599 PLAN REVIEW /ROUTING SLIP C C Fire Prevention Structural Incomplete Lil Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required DATE: 5-,27 -0/ n DUE DATE: 3 -22 -2001 Not Applicable n DATE: DUE DATE 4- 19-2001 Approved Approved with Conditions F Not Approved (attach comments) I 1 REVIEWER'S INITIALS: /L. DUE DATE Not Approved (attach comments) DATE: •tyutrnnt Ixx ACTIVITY NUMBER: D01 -081 DATE: 3 -20 -01 PROJECT NAME: FOSTER H I EG HTS SITE ADDRESS: SOUTH 146 ST (LOT 12) SUITE NO: Original Plan Submittal Response to Incomplete Letter Ii Response to Correction Letter it Revision _ After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: G : Please Route [ Structural Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: Fire Prevention Structural Incomplete n APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n CORRECTION DETERMINATION: Approved ri Approved with Conditions n REVIEWER'S INITIALS: Planning Division n Permit Coordinator DUE DATE: 3-22 -2001 Not Applicable El No further Review Required DATE: 312_7 /u t .. DUE DATE 4 -19 -2001 Not Approved (attach comments) n DATE: '-I 101 DUE DATE Not Approved (attach comments) n DATE: DEPARTMENTS: Building Division Public Works Complete LI Comments: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -081 DATE: 3 -20 -01 PROJECT NAME: FOSTER HIEGHTS SITE ADDRESS: SOUTH 146 ST (LOT 12) SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision It After Permit Is Issued C Structural TUES /THURS ROUTING: Please Route U Structural Review Required REVIEWER'S INITIA APPROVALS OR CORRECTIONS: (ten days) Approved ri REVIEWER'S INITIALS: vxROUn ixx SOrl Fire Prevention Approved with Conditions C Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3-22-2001 Incomplete ri Not Applicable C No further Review Required DATE: O Z1 - 0/ DUE DATE 4- 19-2001 Not Approved (attach comments) 54 DATE: 6 - 3- o I CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions' 1 Not Approved (a ckrr©rrrrnents) E REVIEWER'S INITIALS: DATE: C Project Name: Project Address: Contact Person: 4' City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 ❑ Response to Incomplete Letter # • Response to Correction Letter # _ 1 ❑ Revision # after Permit is Issued Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check /Permit Number: DO 1 -08 1 Foster Heights — Lot 12 4830 South 145 Street Charles Prib Summary of Revision: Phone Number: n", (,7i Sheet Number(s): J11!_19j20u1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: -�' ❑ Entered in Sierra on 7 C/ PERMIT CENTER 06/14/01 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: C/ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # X i Revision # / after Permit is Issued Project Name: %2 C G �" i 1-if- S Q � Project Address: `-'Z'' fl° ut v Contact Person: �''f;� t / 4 : Phone Number: `? Ct� t LL .. z Up 0 z Summary of Revision: G-" z. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: , ik(IW Entered in Sierra on'�� City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL t =4 - /I 7/7 / t: : 7/ 1 t - iVE t3 `f F TUKWILA APR 2 9 2002 "PRnntT CCRITI~R 08/30/00 4t: tY 2 00 20010803000206 Return Address CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd Tukwila, WA 98188 (206) 433-1800 Document Tit1e(1) ODER(3ROUNDIN6 AGREEMENT WAIVER TO UNDEL- UNOER6KDUN 11.1 . Parties: City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Other: WWLOF SS 'T Last First Initial 'MOOR In Qrsxt'e, t Company Name (if hilliness) Address 20'/ IIiO3 00 6 IN CITY 17.11 ee • •v :la KIN 3 CO UNTY, UA CITY OF TUKWILA City State Zip Legal Description: Property - Assessor's ty Tax Parcel/Account Number(s): 261004 0010 261000 -0020 Lot No. Tax Parcel No. Address I 24210a) - 0010 1830 -). 1 sf 2 2tiv 1 ODb - t7b2o 44 -$20 5 III& 5t✓ 3 20 ( DUO - 003o 4St0 S. 1 St 4 Z(ol OW - D040 14 -5w 4 i Air s 5 ?- !o(vo -- GOSo I4 41 At/ s 6 ZloH o- 00 4s6 'S ('t `t, 2Lv(ODD- CX070 4fl1S 5 145 5t 8 2,(01COD- °DSO 1I325 S MS L: 9 2,(0 l - 009° 4835 5 14 10 2 o l 000 - t7loo `H1c 5 145 5E, 11 'L1DIObb - ollo Sgt 5 I45 12 t(pit)00- 0120 953o 5 ids �t; 13 Vol 000 -0130 '1eio s Itf5 % 14 1(2 lObb- ONO 1€12. 5. (Rs 5 15 7G 100t) - D15 le .s ('Is 31• 16 it, 10o0. Dtbb 18 02 5 1115 5L UNI)ERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OIILIGATION FOR FUTURE UNDERGROUNDING The proposed system upgrade at Foster Heights 16 -lot subdivision development, Pile No L2000 -026, at 47''' Ave South and South 145''' Sheet requires undergrounding per Ordinance 486, 924 and 1321 AL0116 5. 1/1 5 - MEET - 5EE firTRCNMEWT A, In compliance with the rcquttements of Ordinance No 1607 the property owner of this single - family development has demonstrated application of the Underground Ordinance will create undue Inn dshtp if can led out as part of the development 'I'lte Owner is obligated to participate in funding future undergroundutg improvements for their proportionate share o said undeigtouitding fronting their property Furthermore, if the L I D /U L I U proms is used to carry out the construction of this undergrountling, the Owner waives the right to protest L 1 l) or U L I U formation for this outlet grounding Owner retains the right to contest the method of calculating assessments in such L 1 D and the amount thereof to be levied against the Owner's subject property, and other propel ty owned by Owner which would be within such 1. I U This Agreement shall be recorded by the City Clerk wit the King County Auditor as required by Chapter 35 91 RCN and the cost of said recording will be paid by the City This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors This Agreement runs with the land APPLICANT: to County of Applicant (Signature) ■ scdf 62iIGG / i / /o, ,e' 1 Street Address STATE OF WASHINGTON CITY OP TUKWILA ) ) ss Date _ 7i 11St 2 , - s Applicant (Print Name) Phone 7•— %moo 9Kiat City, State, Zip On this day personally appeared before me f ,, Y P Y PP — �:L'C� C.i t Kid( to be known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged thaEic she /they signed the same a icr /their free and voluntary act and deed, for the uses and purposes therein mentioned Given under my hand and official seal this 1 Z clay of P ts,_ 3tYZS.- _z1) R1200I u l �m�a lc Works Director ` Date SIvn3wre , fxlt Print ware NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RE IDING AT CGAt My conunissi n expires S /'S - oz- 1 aim u": • 1.J• s — S. 14Sth STREET. ... • ••■• a .1 � 3 14S TM S: SUEDE Tb L1 MM, VDU ND+ t�&_ A6 EEG M Er r 90 Zo0oz•o3o1001 IS • ATTACHMENT -A RCC NOTM CE: IF THE S NOTICE IT DOCUMENT IN CLEAR THAN DUE TO THE QUALITY OF THE DOCUMENT. 121 ° 1)15'4 ►� • t PART A: (To be completed by applicant) Site Address (Attach map andjegal Description showing hydrant location and size of main): re3 x a 63g I /Z jp p r df - ..C`DeL 11 S' Owner Information: Agent/Contact Person: Name: L&,( )c C445 #a�� Name: C,472 s " Address: /62 a< 15 2 S e&lik ress:L¢Z 5■E Z.Sa ix l- ka Phone: 260 - Bo2 - 49e' Phone: Z %— — Gg(`e This certificate Is for the purposes of: 0 Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision GAT vE ❑ CommerciaVlndustri Buildi Perm ❑ Rezo O f�El� l6Ds Estimated number of service connections and meter size(s): / Vehicular distance from nearest hydrant to the closest point of structure 2 50ft. Area is served by (Water utility district): Owner /Agent Signature• �. Date: CITY OF TUKWILA Permit Cenwr 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: (Required only if outside City of Tukwila water utility district) PART B: To be . completed by water utility district) The proposed project is located within (City /County) The 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: Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 1 G pm at 20 psi residual for a duration of 2 hours at a velocity of 7 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. k - foci 9 ,k,T Agency /Phone a a - 4-5 / -c/ . i..> (Use separate sheet if more room is needed) A•enc /Phone WTRAVAIL.DOC 6/5/96 By 3 H-ha —Ir—c' Date PART C :: (To be completed by governing jurisdiction) Minimum water system improvements: (At least equal to B2 above) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. PERIvtl'i isc y r 0 SI _a► 0 1484 Date Part A: (To Be Completed by Applicant) Purpose of Certificate: /27LA r ©f Building Permit ❑ Preliminary Plat or PUD i Other ff� ❑ Short Subdivision [21 Rezone - ,F12. 11&- �S Proposed Use: N Z Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name:Latir " 4? c I/0740c Phone:3 - , -- 4 : G Property Address or Approximate Location: Cc L-1:-'r-z '3 ft6 r S ' ,-- /° ' SL sr- a v a. s Legal Description(Attach Map and Legal Description if ne ;essary): UFi¢boao 560 A Lr 1 � �� GL �s p t f 9� /G'! 4' e II Fi d , it 5' 2 t rce 23 z. e Ptt Part B: (To Be Completed by Sewer Agencj) 1 4 a. Sewer Service will be provided by side sewer connection only to an existing Q ', size sewer the site and the sewer system has the capacity to serve the proposed use. ,4estfrom OR ❑ b. Sewer service will require an improvement tc the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2 Must be completed if 1.b above is checked) jii The sewer system Improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3 gi a. The proposed project is within the corporate itmits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service, 4. Service is subject to the following: T -C w.,-1-- A' . -- a. District Connection Charges due prior to coru.ection: GFC: $ `). 6Fe: $ t.PQ�� UNIT: $ TOTAL: $ (Subject to Chan q on January 1st) King County/METRO Capacity Charge: Curr qtly, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other: 'VILA tattitTI L wORK , NG TOWARD A BE.. ENVIRONMENT'S I hereb.. certify that th from e date of s iii ��I� \ SE WER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability above sewer agency information is true. This certification shall betltktfar ture. adA,A.,„_,(6.\,, A /171-J Title 14816 Ms. .ry Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 '1 / 1 ///..ZVt ate bc ka" STATE OF WASHINGTON REGISTERED TRADE NAMES: JML HOMES INC. LONG CLASSIC HOMES MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION LONG CLASSIC HOMES, LTD. 1624 PIONEER ST ENUMCI_AW WA 98022 DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE The above entity has been issued the business registrations or licenses listed DEPARtMENI Of LICENSING. QUSRiESS & PRO(ESStONS ONfSIOUJ. i P.O.8 3U 0X 90 OLY PAPA. INA 9050? 9034 t35O) 44 -1406 • hXy)' t At UNIFIED BUSINESS ID #: 601 452 810 BUSINESS ID N: 001 EXPIRES : 03 - 31 - 2002 PEGISTERED AS PROVIDED BY LAW Al CONST CONT GENERAL REGIST. 0 EXP. DATE CCO1 LONGCHL054O9 10/15/2001 EFFECTIVE DATE 09/29/1995 LONG CLASSIC HOMES LTD 1624 PIONEER STREET ENUt•ICLAW WA 98022 !ii ti:ittttr __ L _C.'r% (ff <f.L` ismied t' l)Ll'ARTMMI NT'OF LABOR ANI) INU�1S11UI S Osedpo t•d.twl� ►r ;•^7 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. maw MwINt i 51— EATHUNC (I) SHEATHING NAILING (I) ANCHOR BOLTS (3) REMARKS MN 4' TI -11 661 • 6' 0.C. 4," • 60" O.C. Call = 195 PLF OR OSB MIL lie TI -II 6d • 4' OC. 4g" • 48" O Call = 295 PLF 13 5 PARALLEL STRAND LUMBER (PSL): PARALLEL STRAND LtPIE ER (PSI) TO BE BY TRUSS JOIST MACMILLAN (PARAL.AM) OR APPROVED EQUIVALENT (Fb 2900, PSI, E _, 2.0 x 106 PSI). MATERIAL SHALL BE DESiGNED t MANFACTURED TO THE STANDARDS SET FORTH IN NER -292 OR GCMG REPORT NO. 1116I-R BEARING LEMGTH SHALL NOT BE LESS THAN !it'. DO NOT CUT OR NOTCH BEAMS WITWOUT PRIOR APPROVAL OR 156I R HEEL CUTS `.+F1AL. NOT OVERHANG i4SIDE' CF SUPPORTING MEMBER SEAR( l WA i ! R.4Nu r_.' ALL DOOR ANp HEADERS NOT CALLED OUT OR O IERIASE NOTED ON THE PLANS SOU- eE 4x10 DF2 WITH OE CRFPLE AND'ONE STUD EACH` END. FOR OPENINGS 5'-0 LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5' WIDE ALL COLtkNS NOT CALLED Our ON TI.E FLANS SRALL BE (2) STUDS. SPIKE LAMINATED COLUI TOGETHER WITH 16d .16. OC TAC*ERED. STAGGER SPLICES AT TOP PLATES MINItArt 48" AND NAILS WiTH 16d • a* or. CITY OF TUKWILA APPROVED 1A' - 1 2002 IVt) l CL) 1� MAR�� (A.: 02 FT) 1340 SAM ... (PIRES: 3 /12/0# GENEfRAL STRUCTURAL NOTES ALL CONSTRUCTION 514ALL BE IN CQNFORIANCE WITH TIE 1AtIFOR1 BUILDING CODE NBC) EST EDRiON WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROCF LIVE LOAD 25 PS. (SNOW) DEAD LOAD IS PSF FLOOR LIVE LOAD 40 P$F (RESIDENTIAL) DEAD LOAD 0 P5F INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED NOTIFY TIE eaucoE DEPARTMENT FOR INSPECTIONS RECLINED BY LOCAL ORDINANCE ALL PREPARED: SOL BE.ARIN6 SURFACES SHALL BE INSPECTED 3T A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING 811 LL. PLACE FOOTINGS ON NATIVE OR'CC IPAC'TED SOL WnH 1,200 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINlrII Y-6• BELOW OUTEDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL' FREE OF'ORs4NiC OBJECTS OR DEBRIS. CONCRETE. THE sELEG7rictt.cf MQTERLALS FOR AND T AND PLACID cF ALL CONCRETE SHALL CONFORM TIE' REGILIT B TS OF THE' (NORM. BUILDING COM ISST EDITION I% ATERIALS SHALL BEN PROPORTIONED TO PRODUCE A DENSE, udwg4ELE mix WQVMG A MAXI7l1 SLIZ a 4 NGFE5 U141GH CAN BE PLACED UJ SEGI�G OR DaGE55 T REE SURFACE ,0.47.13t USE I1INI11I'T Pc _ 2C . PSI W 3 SAO S OF G9'ENT : PER C UBiG YARD OF CONE aI TE AND A MXM31 OF 64G4LLONS CF_'UY4T PER s4 LE OF ctrOt t tAXUM SIZE OF OMTE IS 14'. ALL cats SHALL rOutv'RED r1O9 JTNICALLY BE llEE4 -co./MCl/ON OR EXPANSIGN JOINTS LN ESS SI4CI 4 REINFORCiNG STEEL: ALL ALL I "ORCN STEEL SHALL BE GRADE 40 DEFORMED BARS IN ACCORDANCE torn.' ASTM1 {ON LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6 MINIM111 (LESS OTT-ERASE SHAW. PROVIDE ELBOW a 4 is (32 DIA)! LAP HORIZONTAL STEEL AT CORNERS AID NNTERSECT10N5 M FOOTINGS AND U14LLS. REINFORCEMENT SHALL ES ACCURATELY PLACED AND ADEQUATELY SUPPORTED 13Y APPROVED CHAIRS, SPACERS, OR TIES AND SEARED N PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR NEP'FORGM's STEM.: TIE SLAB AND tU4LL BART INTERIOR FACES EXPOSED TO WEATHER OR EARTH Ity' lt4' ('5 AND SMALLER) 2' (+6 AND LAGER.) 3' TIMBER: ALL LUMBER SI4ALL BE AS FOLLO E UNLESS NOTED OTIVERSEd BEAMS DP2 OR BETTER POSTS DP2 OR BETTER 2x FRAMING 14P2 OR BETTER ALL 2x TIMBER SHALL SE KiLN DRIED. GRADES SHALL CONFORM TO 'U GRADING RILES FOR L ESTER; L UMBER' LATEST EDITION. ALL WOOD M CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MANTAN MINIMII'16" CLEAR SEMEN WOOD AND EXPOSED PARER ALL NAILS SHALL 13E GALVANIZED SOX OR COMMON NAiLS. ALL MINIMUM NAILING SHALL SE PER'tiC23 TABLE 23- II -5 -I UNTO. MACHINE BOLTS TO ES A -301. BOLT HEADS AND NUTS SEARIN* AGAINST WOOD SHALL BE FRONDED WiTH STANDARD CUT WAIN ET'�5. MISCELLANEOUS HANGERS TO BE 'SAMPSON' OR IC50 APPROVED EOlAL. ALL RANGERS TO BE FASTENED TO WOOD LOTH PROPER WAILS. ALL HOES SHALL BE NAILED. GL LAMINATED U100D (MEMBER GL LED LAMINATED WOOD BEAMS (GLIB) TO SE IN ACC UTT}T AN5l STADAIRD AFJD.1, AMERICAN NATIONAL STANDARD FOR STIRJCTURAL WED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Pb = 2,400 PSI) FOR SIMPLE SPANS AND 24F-v& FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALL BE CASEIN WITH MOLD (VISITOR UNLESS OTHERUISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BERS. BOTTCM LAMINATION TO 5E FREE OF Lt4SC4D KNOTS LARGER THAN Ui' DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. f JOISTS: JOISTS SHALL' BE AS NOTED Q4 THE FLANS AND AS MANLFACRRED BY TRUSS' JOIST MACMILLAN OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE UATH4 TIE PLANS AND THE MANJRACTUFtER'S DRAINS AND IRALL.CTION INSTRUCTIONS. CONSTRJCT10N LOADS BEYOND Tip DESIGN LOADS AiRE NOT PERMITTED. PROVIDE ERECTION BRACING IJNTIL SHEATH MG MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND ILES STRIVERS PER MANFACAIRERS DIRECTIONS. SHEAR WALLS: ALL SHEAR WALL SHEATHR NAILING AND i4I CHORE SHALL ee AS DETAILED ON TIE DR.4lI S AND NOTED IN TIE SHEAR WALL SCHEDULE USE APA RATED SHEATHING (24/0) UM A MINI UI PANEL EDGE HAILING OF Ed • 6'' UPI ESS NOTED OTIERASE. ALL SEAR (GALL HALING SHALL ee Cctllcl4 WIRE OR GALVANIZED SOX NAILS. BLOCK ALL UNSUPPORTED PANEL EDGES ALL HAVE STRAP-GONECTORS TO THE TOP PLATE AT EACH END WIEEN THE HEADER fNTERRJPTS THE TOP PLATE USE 'SMPSON' MSTA24, CONNECTOR LINO FLOOR ROOF FRAMING: Hid VIE pool JOISTS'twcER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LS 114 Aim, ALL AROUND ALL OPEN" 3 IN FLOORS AND ROOFS UND. APPLY ` RATED S4 EATHiH (40/20) GLIDED ":AND NA1LD TO FLOOR TRAM .„ M O Bd o,,,,c GALYANI1 O 4 c GALVANIZED BO X NAILS AT 6 AT ALL SUPPORTE ED GES AND Sd COMi'I4/0) CN ROOF HAL R BOX N AT 12' OC. AT INTERIOR SUPPORTS. APPLY 15" RATED SHEA THING (2410} ; TO STFFE4E1R5 OR RAFTERS WITH Sd COMi10N OR GA L YA hlIZED SOX NAILS' AT SUPPORTED EDGES AND Sd COi'1`ION OR GALYANi2T3D BOX NAILS AT 2 O.C ., AT INTERIOR SUPPORTS LAY SHEATHING PER E IQJLAR TO FRAMING AND STAGGER PANEL EDGES. MISSED TO BE DESIGNED AND SUPPLIED IN ' ACCORDANCE WITH NEC SECTICll,2321 DESIGN TOi ee ST A PROFESSIONAL , 156,6EER LICENSED IN THE STATE I OP WASHINGTON. SHALL SE5i2FD TO ACCOMDATE A 15 PS F SNOW LOAD' •AND ALL DEAD LO EACFI TRUSS •, SHALL SE'P T FABRICATED AND SHALL BEAR THE QLl4t.flT CONTROL STAMI? MANFACTURR'S NAME, DESIGN LOAD, AND X IN S PACING. A LL MECHANICAL CCNECTOR5 SH ALL BE ICt3O A AND LOADS AND MAXIMS./ ppROVED ACCORDANCE UITHH THE RECa1 ED ALLOWABLE LOADS. MANUFACTURER S HALL PROVIDE ALL FRAMIN TO- TIEiSG AND 1151/36-TOARUSE 1151/36—TO—TRUSS CONNECTION DETAILS MD (e'EGiIIFED CGQ ECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWNGS TO THE BURRING DEPARTMENT FOR APPROVAL AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION: GENERAL CONSTRUCTION' NOTES: ALL CONSTRUCTION SHALL C,ON'ORTI TO THE MEOW/ BUILDING CODE NEC), TESTEDIITON. THE CONTRACTOR SHALL BE RESPCNSi8LE FOR ALL SASTTT PRECAUTIONS AND METHODS, TEQNOES, AND ES OR PROC�IJ S TO PERFOta i THE ° SPECFIED,, &CRC NNE CONTR4C:TOR S YHa'FT ALL DI'BlSIO S MD ALL _CONDITONS AT THE. JOB STTE.INCLUDING:BUL S CONDTIONS BEFORE CQ'P@1CNG M) RC AND BE RESPONSIBLE FOR SAME THE CONTRACTOR SHALL FRoulDE TEr1=0RARy BRACING AS REQUIRED UNTIL ALL PERMANENT CO MID' ST R5 HAVE BEM INSTALLED. TIE C�11RACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARH'EW T REGIJIRED 1N5PECTIONB_ TAO NOT SCALE DRAWNGS USE ONLY WRITTEN DIMENSIONS. THE DETAIS SHAW ARE TYPICAL MD ;SHALL BE USED FOR LIKE OR SIMILAR c0NDmaz Nor 54101k VA. t LIONS AND MODFICATIONS TO WORK 5140aN ON THE DRAWINGS' SHALL NOT ee CARRIED OUT iUITHOUT TIE URITTB4 PEfd'115510N PRO THE ARCHITECT OR ENGINEER 51-EAR WALL SCWEDULE NOTES I) ALL UTALLS DESICd1ATED` " ARE SHEAR WALLS. EXTERIOR WALLS SHALL 13E SHEATHED WITH RATED SHEATHINGS (24/0, 053 OR CDX) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SGEDULE) NLAiILF AT 1 NTERIEDIATE FRAMI TO BE AT 12" OC. NAILING: NOT CALLED OUT SHALL BE PER IJCB TABLE 2311-13 2) NOLDWI4S AND OTHER FRAMIYs HARDW4RE BT 5TIP50N STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. 15106 10F SHEAR WAL SHALL USE DOUBLE STUDS MINIIUM. 3) USE MINIMUM OF i 0' (2) BOLTS PER SILL PIECE 111TH ONE BOLT LOCATED NOT MORE TI-IAN 12' NOR LESS THA 5 " N OM EAC END CF EACH PIECE .EM TIJ T BED'BOLTS MN1 OF • INTO CONCRETE. WASHERS TO BE 11616 2' x 2`, x 3/16 H '. FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance_ Receipt of con- tractor's ropy of approved plans acknowledged. BY Date Permit No. 17 Q` -Obi REVISIONS NO CHANGES SHALL BE MADE TO : E OF V` : < WITHOUT c Vr' L OF TUKWILA 35-✓ > > REVISIONS morne PLANT P MD REVIEW FEES. EviSior'i N0. I_ RECEIVED CITY OF TUKWILA APR 2 9 2002 PERMIT CENTER PRIOR , DIVISION, S RAT E PAE PERIL REQUIRED ". FOR: MECHANICAL ELECTRICAL . ry LUNIBINQ ( GAS PIPIN m 3- pF REVISIONS SLIA L BE MAD C OF WORK ji qL >L'KWILA IITflO I►TE - BUI ANDIatr N rit F.1 to.,. eff:7 7 %A; WOa7'diivn�aW' Y!'4Air' ^.• 'DIY:SIC:i4 i�NW�.9�3'aill' axe Y .. is 3 r,1,7 ;:Ioq• 1 • i a, 4 ka4 *tl.• a :344 4 1144P < E. !. . =1 i: vti - Tom T __= y ii =:" -j41t 3►r RECEIVED • CITY OF TUK(WILA {* ZIiD tNu. -� l t-ItI ttN 4414 ' f ! � !J t't y✓ Nlt� u K 4.1kiiN4 � �� I �� s i` a i'ti ii.iitc �t'r _G F'.4 IL.- 0"44^j 6NC.i4a atet (') IrMA, el • { Mi 0'T1 -! t / :,D . 0 f &'<<Y N/A 510''e /. qgil 4 Mc Pi, . Mal l M1 ,fli MI i 4 Q4 6 & Gl e 1 /k-. t bi e *'' P‘- 6 /4, P 40 q Ctiii y`14h p1,- vti - Tom T __= y ii =:" -j41t 3►r RECEIVED • CITY OF TUK(WILA {* ZIiD tNu. -� l t-ItI ttN 4414 ' f ,A4 rvt- ry \ {lTl�Irl r eirvr ic, (tV ._ _.. tot LTl t 1`T6 2I Iv : Nv et z? - i41LL. Izo4ic Tr- - e et1+. 4Z'1. INV _etas. itt r C °' t G a OtciTovz '11 1- - _40 utZ G. ink` __ -r P P k / aki -3' X151' G 9 itV - - a. !q2 �.: Drre l tiP t, - Ore 0 Nv _ftz7a Nco . FiM.G NT Ogg RECoR.Dt NAT c-141 td:wgS RECEIVED C!TY Cdr TI-i:Ki ^1!_A CORRECTION LTR# rr .sir —� F *.r hr PALL ;i cIrr rit_ rrOAG crd,az.accs - I I Sil ty of the design rests totaljy i • dditions, deletions or revisjor{ao s after this date will voigltts c nd will require a resubMtal of _Ins for subsequent approval. nee is subject cQsPpec n by - .°dor"cs utilities insp ; q; ector. :o,p By, rAi,•ric rN 'iLL.. NAT Maze 1- &N r1" 1,7 rzr Inlvo ANIVAIZOONP MIN 81t . 04 .k AlV 1 4 - "zei GH yP .1,©t4 1"1 1- Irk1 R rr4 . _ — , I I TYr I CAL 14.1 rPi 1 LA DRgCN : _._�"5 s 1 - -- z 4D41410! 1"1t4eTi ti' J/Jr joFN} 1�[ I I Ir yxwr. — — I C =.RNVISIGNS -_ NO BATE TYPE OF::REVISION LONG CLASSIC HOMES S ENUMCLAW , WA CA[E. 1f/ DATE: LOT a .. FOSTER HEIGHTS c! KING COUNTY, WA - APPR BY APPROVED BY: DRAWN BY / r REVISED .i 111111l11<'1!1 7,72,,W %J / / / / / / / /II/ //////////J.61 %!/ / /J/!/ ✓/JJ // /!/J ///!/.62' ( • \ Jill MI Valk eL lye _t--- taur ---� NM RIP _ - ► ) Wi -0RAWING NUMBER i LEGAL DESMIP ION OF RECORD PARCEL A THE WEST HALF OF LOTS 10 AND 11. BLOCK 4. ADAMS HOME ACRE TRACTS, ACCORDING 10 THE PLAT THEREOF, RECORDED IN VOLUME 71 OF PLATS, PAGE(S) 31, IN KING COUNTY, WASINGTON; TOGETHER WITH AN EASEMENT FOR DIGRESS AND EGRESS OVER THE SOUTH 15 FEET OF THE EAST HALF OF LOT 11. SAID BLOCK 4. AS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 3573883. PARCEL Et: LOT 12. BLOC( 4. ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31. IN KING COUNTY. WASHINGTON. PARCEL C: WEST HALF OF LOT 13, BLOCK 4. ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGES) 31. N KING COUNTY, WASHINGTON. PARCEL D: - LOT 14. BLOCK 4, ADAMS HOME ACRE TRACTS. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, IN KING COUNTY, WASHINGTON. METES AND BOUNDS LEGAL DESCRIPTION A PORTION CIE BLOCK 4 OF ADAMS HOME TRACTS ACCORDING_ TO THE PLAT THEREOF AS. RECORDED. IN VOLUME 11:'OF- PLATS, .: PAGE 31 IN KING COUNTY. WASHINGTON. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID BLACK 4, THENCE NORTH 0130•37" EAST ALONG THE EAST LINE OF SAID BLOCK 103.09 FEET TO THE TRUE POINT OF BEGINNING THENCE CONILYUING NORTH 01303Y EAST ALONG SAID EAST UNE 103.09 FEET; THENCE NORTH 8753'4T WEST 189.29 FEET; THENCE. NORTH 012747 EAST 206_31 FEET;._ THENCE. NORTH 8751 WEST 189.46 FEET; THENCE SOUTH 012437 WEST 103.22 FEET; THENCE 1408TH 8752'34' wEST. 126.11 FEET; THENCE SOUTH 012303" WEST 309.78- FEET; THENCE SOUTH 8755'58' EAST 315.06 FEET; THENCE NORTH 0127'47 EAST 10316 FEET; THENCE SOUTH 875450" EAST 189.20 FEET TO DIE POINT OF BEGINNNG... EXCEPT THEREFROM SHE ROAD RIGHT OF WAYS AS SHOWN TO BE DEDICATED TO THE PUBLIC ON THE MAP. PAGE (PAGE. 3 OF 3) OF THIS PLAT. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS. THAT WE. THE UNDERSIGNED. OWNERS) IN FEE SIMPLE OF THE LAND. HERON DESCRIBED DO HEREBY MAKE A SUBDMSION THEREOF PURSUANT TO ROW 58.1716. THE UNDERSIGNED FURTHER DECLARE TINS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SAID SUBDMSION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WSTH THE DESIRE, OF THE OWNER(S). KNOW ALL PEOPLE BY THESE PRESENTS.THAT WE, THE Wes, OWNERS IN FEE SIMPLE ARID LEN HOLDERS OF THE LAND HEREBY PLATTED, HEREBY DECLARE, DEDICATE AND . CONVEY TO TIE CRY OF TUKWILA FOR THE USE OF THE PUBLIC FOREVER. ALL STREETS, WATER. STORM DRAINAGE AND SANITARY SEWER 58578.15 LOCATED -ON EASEMENTS AND RIGHTS - OF-WAY SHEEN THEREON AND THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR P1DUC ROADWAY AHD UTILITY PURPOSES; ALSO THE RIGHT TO MANE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BEMS SHOWN ON THIS PLAT N THE ORIGINAL REASONABLE GRADING' OF SAID VIREOS AND ALLEYS SHOWN THEREON_ 'INS DEDICATION OF THE PROPOSED PUBLIC ROADWAYS AND UTILITIES IS SUB.ECT TO TITER COMPLETION BY THE DEVELOPER AND THE ACCEPTANCE AND APPROVAL BY TIE PUBLIC WORKS DIRECTOR THAT TREY HAVE BEEN COMPLETED TO CITY, STANDARDS WE AND ALL OF OLW SUCCESSORS WAIVE ALL NAME FOR DAMAGES AGAINST ANY GOt NNMENTAL AUTHORITY ARISING FROM THE CONSTRUCTION AND MAINTENANCE OF PUBLIC FACIUTI S AND PU8UC PROPERTY WITHIN THE SOTEXVISION. (17.04.060 B.2.) IN Ni OF WE HAVE SET OUR HANDS AND SEALS. 0�=, OMAN ,. TR00R. INC. ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) SS CORNTY`OF KING ON THE 31co DAY OF Ew 20� BEFORE ME THE UHDERSGNED NOTARY PUB0C IN AND FOR THE STATE OF WASHINGTON. PERSONALLY APPEARED - M8OIAET_ 5X. CHAN TO ME ICNOO TO DO NERDS.. . CF MOOR, A WASHINGTON CORPORATION, THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACONOWEDED' SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES iHEREN MENTIONED AND ON. OATH STATED THAT ate WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WNEEOF, I HAVE HEREUNTO OFFICIAL SEAL THE DAY AND YEAR FIRST ��9.. SHFF,II `Z` �cSiON 9 1 1 '1 W OTARY.9nE PUBLICS t ti4i g'9: STATE OF WASHNGTON ) COUNTY OF KING )SS f ON THE Z RP DAY OF �-J„ L_ SET MY HAND AND AFFIXED MY ABOVE WRITTEN. PIN Y T NAME OF NOT e�ais S(.see)+p.,1 r:L G EXPIRES Stp'L e9, 2oeg STATE OF WASHINGTON COUNTY OF - - Ka-PNg 2042_1_ BEFORE ME. THE U,YDERSGYED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. PERSONALLY APPEARED.. L ¢,. La TO ME. KNOWN TO BE V. e._ oP - �..ne . OF ITYBANK, THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FRET AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT Ve WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. ,-- FF PRINT NAME OF N RY eh., SiteH.1M," `I' e5 y-yti SGNARIRE OF Z V , i ts- . •; Z NOTARY PUBLIC .; : m N DATED � 3, z=ei , •o C UI i MY APPOINTMENT EXPIRES 544E MT ,2TO3. I, I C "9 'e_e_03 1, I,I �WASB SURVEYOR'S CERTI • I U. REGISTERED AS A LAND SURVEYOR BY THE STATE WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF :I E LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE. HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. PRELIMINARY PLAT NO. L98 -0019 STATE OF WASHINGTON / COUNTY OF - A./.4 ENGINEERS B SURVEYORS 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392 - 0250 JOB NO. 1736 -001 1736- 1FP_DWG FOSTER HEIGHTS A PO fl1ON OF THE NEI /4, SEC.2/, T.23N., R.4 . KING COUNTY, WASHINGTON CITY OF TUKWILA CITY OF;TUKwIA APPROVALS PUBLIC WORKS: DCA7 CERTIFICATE DIR n CiamAciei- FINANCE DIRECTOR' . MAYOR AND CRY CLERK'S APPROVAL EXAMINED AANND .H BY THE CITY GF TUCWHA 7HIS..2 AY � fJL rAI 4„ �. o t HEREBY APPROVE TOE SURVEY DATA, I E LAYOUT OF THE STREETS, ALLEYS AND OTHER RIGHTS -OF -WAY, DESIGN OF SEWAGE AND WATER SYSIBHS DRAINAGE SYSTEMS AND OTHER STRUCTURES. I CERTIFY THAT. THE SUB IIVDE{ HAS COYPLED WITH OWE OF THE FOLLOWING A ALL IMPROVEMENTS HALE BEEN INSTALLED IN ACCORDANCE NTH. THE REQUIREMENTS OF THIS TITLE AND WITH THE PRELIMINARY PLAT APPROVAL. AND THAT ORIGINAL AND REPRODUCIBLE MYLAR OR ELECTRONIC RECORDS WI A FORMAT APPROVED BY WBUC.WORKS AND MEETING CURRENT PUBLIC WORKS DRAWING STANDARDS FOR ROAD, UTILITY AND DRAINAGE CONSTRUCTION PLANS CERTIFIED BY THE DESIGNING ENGREER AS RING TLS CONSTRUCTED" HAVE BEEN SUBMITTED FOR OTT RECORDS. B_ AN,AGREEMENT AND BOND OR OTTER FINANCIAL SECURITY HAVE BEEN EXECUTED IN ACCORDANCE WITH SECTION 17.24.030 OF THIS TIRE SUFFICIENT TO ASSURE COMPLETION OF REQUIRED D.1PROVEMENTS AND CONSTRUCTION PLANS EXANINE0.AND APPROVED BY. THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS IY THIS 9 - nAY .11I - CITY TREASURE'S CERTUCATE THERE ARE NO DEUIODENT SPECIAL ASSESS/BUS. ANIL ALL SPECIAL AS ON ANY OF THE PROPERTY THAT IS DEDICATED AS SI1Et1S, ALLEYS OR' FOR OTHER PUBIC USE ARE PAID IN FULL TUKWILA MAYOR KING COUNTY APPROVALS LING COLLNTY TREASURER'S CERTW1CATE THIS 1 1` 4 , DAY OF ♦ I Lt r TIDALNM 13V. rtlC'r DV. 7k Jor DATE CRY CLERK t CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN WADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOVWNG YEAFL THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COIEC1KY{ AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS SICVIS, ALLEYS. OR FOR OTHER PUTAIC USE ARE PAID. IN FULL `^ 2OL AD_ l 7✓A. /V� es - COUNTY nu fi r- 4 Lf� 4 _ Z x : t l %..: KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS f7 SAY OF -T4__ 20uLL AD. ..S . t s UV n Lip KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR RECEMED 'IL 1 9 2(101 PUBLIC W t WORKS RECORDING CERI1RCATE FILED FOR RECORD AT THE - REQUEST CE- THE CRY OF TUKWILA THIS L8- DAY OF T. L 20_01_ AD., AT 30 IAINUT'S P - 7 r e c. R M. AND RECORDED M VG' UNE tor/ OF PLATS, PAGES 8 S - 7/ RECORDS OF LING COUNTY. WASHINGTON_ DMSI_ ON OF RE ORDS AND ELECTIONS DEPUTY DIRECTOR. 0NG COUNTY ORECTOR. KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS DEPARTMENTS. OF RECORDS AND ELECTIONS RECORDING NO. d( 0/6' 7 /4" DQOO `70 c�- rr�Er`'D l CO .f !1I T ! L T R # i PERATC r. TER AND SANITARY SEWER SERVICE PROVIDED ISTRI al © 3 'NOTE' 0 BYD : PREPARED BY Balms Holmberg Inc. UTILITY EASEMENTS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SEATTLE CITY UGHT US WEST TELEPHONE COMPANY, AT &T CABLE TV COMPANY AND OTHER UTILITIES, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET O ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHTS OF WAY AND TRACTS (BOTH PRIVATE AND PUBLIC), AS WELL AS AN EASEMENT, WITHIN ALL PRIVATE ROADS. TRACTS. AND DRIVES, IN WHICH TO INSTALL LAY, CONSTRUCT. RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACIUTIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVINON, AND OTHER PROPERTY, WITH UllLRY SERVICES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN. STATED.. NO UNES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT OR FOR TELEPHONE USE. CABLE TELEVISION. FIRE OR POLICE SIGNALS OR FOR OTHER PURPOSES. SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT' ATTACHED TO A BUILDING. RESTRICTIONS 1. NO LOT OR PORTION OF A LOT IN 11115 PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED ROBBERY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. NOTES: 1. SET I /2" REBAR AND CAP (Ls 111332) AT ALL REAR CORNERS SET TACK IN LEAD IN CURB AT THE SIDE. LOT LINES PRODUCED TO AN INTERSECTION 711114 THE CURD LINE 2. TRACT . A - IS A JOINT ACCESS AND UTILITY TRACT 3. THE LOT OWNERS OF LOTS 9, 10 AND 11 HAVE AN ONOVPoFD OWNERSHIP IN TRACT 'A" AND SHALL BE RESPONSIBLE FOR THE MAINTENANCE THEREOF. 4- THE FIVE (5) FOOT PRIVATE DRAINAGE EASEMENT WITIIN. LOTS 6 AND 7 IS FOR THE - BENEFIT OF LOT 5 AND 6. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE. AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 5. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOTS 12, 13 AND 14 IS FOR THE BENEFIT OF LOTS 13, 14 AND 15. THE OWNER OF SAID LOT SHALL 85 RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFE OF USE. AND SMALL., EQUALLY SHARE BH THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED 6. THE FIVE (5) FOOT DRAINAGE EASEMENT INNIHGN LOT 11 IS FOR THE BENEFIT OF LOT 10. THE OWNER OF SAID LOT SHALL RE RESPONSIBLE FOR THE MAINTENANCE OF. THAT PORTION OF THE DRAINAGE FACIUTES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF TIE DRAINAGE FAMILIES USED IN- EOMMON. 7. THE EVE (5) FOOT DRAINAGE EASEMENT WITHIN URiS I. 24.ND 3 IS FOR THE BENEFIT OF LOTS 1, 2, 3 AND 4. THE OWNERS OF SMO LOTS SHALL GE RESIONSIBLE FOR THE -. MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE. AND -SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 8. THE FIVE ( 5) FOOT DRAINAGE EASEMENT WITHIN LOTS 14 AND 15 S FOR NE BENEFIT OF LOT 16. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF NE DRAINAGE FACILITIES THAT THEY HAVE BENEFIT OF USE, AND. SHALL EQUALLY SHARE THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 9. THE TEN (10) FOOT DRAINAGE EASEMENT WITHIN LOY 9 IS FOR THE BENEFIT OF LOTS 1 -4. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THATPORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF. USE, AND SHALL EQUALLY SHARE IN . THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FAMINES USED IN COMMON. 10. ALL BUILDING DOWNSPOUTS FOOTING. DRAWS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS ANS DRIVEWAYS SHALL BE CONNECTED TO. THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPRO./ CONSTRUCTION DRAWINGS ON FILE WITH THE CITY OF TUKWIA PIYSUC WORKS DEPARTMENT. THIS PLAN SHALL BE SUBMITTED WISE THE APPLICATION FOR ANY BUILDING PERMIT. ALL ACTIONS OF THE DRAINS MUST BE CONSTRUCTED. AND APPROVED PRIOR TO THE FINAL BUILO.NG INSPECTION APPROVAL FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS. THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND AND SHALL COMPLY OATH PLANS ON FILE. 11. THE ROAD AND STORM DRAINAGE. SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH THE CITY OF 1UKWILA DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 12 THE RESIDENCE ON LOT 15 SHALL BE PROVIDED WITH A SPRINKLER SYSTEM. 13. THE OWNERS OF LOTS 10 AND 11 OWN AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THE TREES PLANTED ON THOSE LOTS AS REPLACEMENT TREES FOR TREES REMOVED IN STEEP SLOPE SENSITIVE AREAS. LOTS 10 AND 11 ALSO OWN AND ARE RESPONSBLE FOR THE MAINTENANCE OF THE TREES PLANTED TO SCREEN THE STORM WATER DETENTION VAULT LOCATED ON THESE LOTS THESE TREES ARE IDENTIFIED AS THE "TREE REPLACEMENT AND VAULT SCREENING EASEMENT AREA ON THE PLAT MAP. T HESE TREES ARE SUBJECT TO THE PROVISIONS OF TALC 18.54. TREE REGULATIONS, AND SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL FROM THE CITY OF TINED A DEPARTMENT OF COMMUNITY DEVELOPMENT. NOTE THE DEVELOPER SHALL COMPLY WITH GEOTECHNICAL REPORT PREPARED BY GEOSPECTRUM CONSULTANTS. INC. DATED FEBRUARY I0. 1998 AND SUBSEQUENT GEOTECHNICAL REPORTS. APPLICANT IS TO INCLUDE. AS PART OF THEIR SINGLE FAMILY PERMIT APPLICATION. A LETTER FROM THEIR. GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASS THAT THE HOME FOOTING AND FOUNDATION DESIGN INCLUDING FOOTING/FOUNDATION DRAINAGE SYSILM ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. DURING HOME CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLANS. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE: A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATIONS B) IMPLEMENTATIONS OF FOOTINGS. FOUNDATIONS. RETAINING WALLS, DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF BACKFILL THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH SEE. GEOTECHNICAL RECOMMENDATIONS EACH OWNER IN ITS PURCHASE OF A LOT. HEREBY'ACKNOJWA.FDOES THAT. THE PLAT OF FOSTER HEIGHTS. AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWALA AND ITS OFTIORS, AGENTS AND EMPLOYEES FROM ALL CLAIMS. ACTIONS. CAUSES OF ACTION. COSTS. ATTORNEYS AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEP SLOPES WITHIN THE PLAT; PROVIDED. THAT THIS RELEASE SHALL OT APPLY TO CLAIMS ACTIONS, CAUSES OF ACTION. COSTS. ATTORNEYS AND EXPERTS FEES AND PROPERTY DAMAGE RESULTING. FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES PRCUMINARY PLAT NO. L98 -0019 FINAL PLAT NO. L2000 -026 FOSTER HEIGHTS A PORTION OF THE _NE1 /4 SEC 22f, T.23N.,' R.4E. KING COUNTY, WASHINGTON CITY OF TUKWILA LXPIBATs L S 8752'34" E PARCEL '[)' EL 0040000560 PREPARED BY PARCEL 'A' 17 0040000539 PARCEL T L 0040100550 PARCEL 'C' Ti. 0040000554 S 8755.58E 315.06 BASIS OF BEARING: BRAWN BY CHECKED ED BY. 1M \4 NNCu S 8751'26 E 189.20' DATE. S. 144TH ST. S. 146TH ST. 1)C) _ tNSTRUMUITATION INSTRUMENT USED: FIVE SECOND TOTAL STATION. NORTH LINE CF NORTHEAST QUARTER N 874918" W PER R.O.S. RECORDED IN VOLUME 30 OF SURVEYS, PAGE 57 8753'45 E 189.29'. S 8754'50" E 189.20' FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS. MINIMUM CLOSURE OF LOOPS WAS 1.22000. INDEX LOCATION: THE NE1 /4 OF SEC. 22, T. 23 N., R. 4 E, W.N. Eta!r a & Holmberg Inc. E N G I N E E R S 1 2 S U R V E Y O R S 100 FRONT STREET SOUTH ISSAQUAH. WASHINGTON 90027 (425) 392 - 0250 JOB NO. 1736 -001 1736 —T FP.DWG SHEETi RECEIVED TUKWILA ?UBLIC. WORKS Baima & Holmberg Mc. E N G I N E E R S & SURVEYORS 100 FRONT STREET SOUTH ISSAQUAH. WASHINGTON 98027 (425) 392 - 0250 JOB NO. 1735 - 001 1736 1FP.DWG 1318.09 ED_ 4x4 CONIC. MON. WITH COPPER PLUG & PUNCH MARK-(ENCASED) / VISITED 7 -22 -97 / 22 131930 �\ 4 "x4 GONG. MON_ WITH COPPER PLUG & PUNCH MARK - 0.04 NO OF UNE (ENCASED) VISITED 7 -22 -97 20" 8611 10' SANITARY S ESM'T A RECORDING N0, 16 .999081200314 I SEE VOTER w ON FT PAGE2 VOTE 5" WATER ESMT ' DEDICATED TO aO rzs - �- 81.78 15 8 7265 SO. FT. SEE NOTE 5 & 8 ON SH OF 3 OF THIS PLAT. 1 90.76 LIGHT -UPON °- RECORDING / \ // / � 1 m - T - -� 35.82 e0" PRIVATE DRAINA EASEMENT 6288 SEE NOTE 5 z ON PAGE 2 K SEE NOTE 5 ON PAGE 2 0 12 4 \ �. . 13 6547 sD •`r. 3 SO. FT �6 \\c 15 POWER ESM "T\ TO SEATTLE Orr ro 5' PRIVATE �� UVHT RE UPON t4 DRAINAGE vRDiNG EASEMENT 6500 SO: FT. i SEE NOTE 5& 8 ON PAGE N 15 POWER ESM 7 N TO SEATTLE CITfj 0 \ ��- FD. 2" BRASS DISC INA CONS. PATH PUNCH MRK (ENCASED) ' VISITED 7 -22 -97 WEST LINE LOT 10 BLOCK 4\ ADAMS HOME TRACTS NORTH LINE LOT 14 BLOCK 4 ADAMS HOME TRACT'S I 5,475234 E 128.11 20.00 A PORTION OF THE ]E1/4, SEC.22, T.23N., R.44E. KING COUNTY, WA CTOt1 CITY OF TUKWILA N 87 Iv 263087 (205) N 87"4956' W .263084 MEAS. -'- - ' - �/i- -- - -- - - - BASIS OF BEAPoNG 1318.54. -- - - - -_. - - - { -NORTH LINE W1 /2 LOT 10 BLOCK A I ADAMS HOME TRACTS f_ SOUT 145th STR o 1 1 T - N. .8H6.57' 'N44) T 20 SANITARY FAIT PER RECORDING NO. 1999081200314 4 _ 5' PRIVATE DRAINAGE = n { DN ( SEE NOTE PAGE 2 4 � { 2 • uj i �f • Iw 66.62 0 . 60.633 r - X60.63 60.83 - 2' I ! ., 70.71 J--- ¢94$ PRIVATE I s 8836 E • 1 { Al DRAINAGE I _ { 4 EASEMENT 20' ! 20 F ' 650 SO. __ i sOEWLK xu' 2'°N PUB13 � w �SI I EASEMENT SEE NOTE 7 i { SEE NOTE 7 PAGE 1 PAGE 2 5' WATER ESM'i DEDICATED TO -- -_-.1- 'WD 125, TYP. PRELIMINARY PLAT NO. L98 -0019 F INAL PLAT NO. 12000 -026 6500 5 u I 65 SO_ FT_ L 10' UTILITY EASEMENT ! N 883657" W 3 ESM'T LOT 6 & 7 1 6 600 SO. FT. SEE NOTE 4 Z ON PAGE 2 650 FOSTER HEIGHTS 5 8751 " " E .189.46 EAST UNE OE WI /2 LOTS 10 AND 11 / BLOCK 4 ADAMS HOME TRACTS EET 2 650 SO. FT. lv 1. SEE NOTE 4 1n ON PAGE 2 650 FT. SEE NOTE 7 PAGE 2 , 8 6500 SQ. FT_ I 10' SANITARY M ,.( SEWER EST L RECORDING NO 1999081200311 10' SANITARY �1 SEWER ESS.4 T ! - � RECORDING NO 0 19990812031A n W ? w 6500 SO. SEE NOTE 7 PAGE 2 6862 5 8755'58' E 315.06 t 5 DED TO THE PUBLIC FOR ROAD PURPOSES UPON THE RECORDING OF THIS PLAT S 8755 E 1314.73 I I- 1 NCR1H L.E LOT 12 BLOCK 4-s A0405 W.A. TRACTS 15 ° ILITY ESM•T 1 ,REC. NO. 19990812000.315 X WATER A i E ` 10 WATER ESY.'T : S 87'33'42' E 109_29 _ - (2'[ om. em 11 EAS.A.T 1 1 1 w 39 a f t ry 873" 42 IV 6500 SQ FT o { o SEE 3 ON 2 e.i I t0 UT31TY " "- _A4..MEr1T l 11.. "` -'"- '''s LSEE NOTE NOTE 6 ON PAGE PAGE 2 1 ) .4' T S E N 13 PAGE 2 9 T. *254 I : 0533 -- 6 ,5 SO_ F 875450 " ON E 739_36 e SEE NO TE 3 50 ON FT P E AGE 2 '. } T 10 I E SEE "1E 9 9## PAGv .2T' r, 10' SAN_ SEWER EASEMENT 1 1 ... t REG 1NG NO_t9 99 0 8 0 31 4 ' V. E SEE NOTE 3 ON PAGE 2 ( . SEE NOTE 6 Chi PA 2 • 52'21 SEE NOTE 13 ON PAGE 2 • .42-� 7'209 SANITARY SEWER EASEMENTS AS SHOWN ARE PER RECORDING NOMAEER 19990812000314 2 EAST UNEE we 2 COT l3 BLOCK 4 �A,I AMS HOME TRACTS 875450 c 18920 S - 461HST PRFP3R1'Tl BY SCALE 1' =40' O 20 40 80 LEGEND 19 FOUND MONUMENT AS NOTED ® MONUMENT TO BE SET RO5 RECORD OF SURVEY RECORDED iN VOLUME 30 OF SURVEYS. PAGE 57 ORIGINAL LOT LINES 13 SET REBAR AND CAP. LSO 11332 CURVE TABLE NO. DELTA RADIUS LENGTH Cl 90'00'00" 25.00 39.27 C2 72 2500 31.76 03 373836 46.00 30.22 C4 514232 46-00 41.51 CS 733121' 46.00 59.03 C6 6749'32" 46.00 50.44 C7 4043 46.00 3270 0.8 1357'54 2500 5.95 C9 9050'00 225_00 39.27 • 8979 25.00 38.97 CM 27101' 2500 27.13 LINE TABLE Na REARING DiSTANCE LI S 88 E 5.00 L2 S 25•2 "41 - E 16.97 L3 5242 +1 - E 752 L4 S 25'4241 - E 9.46 132 PRIVATE PRIYAIE SOUTH U.NE LOT 12 €ILA 4 ADAMS HOME TRACTS ED. CONC. MON. WITH LEAD & PUNCH MARK (ENCASED) NSITED 7 -22 -97 1 0 S h Z 15 V 14 22 11 23 25" PUBLIC DRAINAGE EASEMENT AND PRIVATE TREE REPLACMENT AND VAULT SCREENING EASEMENT f R E VED I .14 f Q 700' I P +.18Gc woncC I CALCULATED INTERSECTTS -- - POSITION STA. 3 +24, 13.25 R T CRy 12, TYPE 1 RIM.- + INV =+98ee458.78 \ 3712 SfY 4,90% 2.81',(, STA.2 +92.47, 13.25`RT CBy (i, TYPE 1,_ 5' \\ EASEMENTI \ 14 I ��� I JUNCTION BO \ I .25'ET E -( / ATE 1 1 p.„,„AgI 43 ' QURBCy ' / YARD, t 1 3586 � ` 1 1 j .' I 1° N4 ..PRIVAT€� I PR / E CB 814, D; G RA I I W/ 'LOCKING "0 ED G INV =4 409,7.3 `` 1 1 ' -TQ' J ROOFTIRAW , k O �DPL A f ` 1 PRIVATE i } t y 1 • 0 CB# 13, T i I ' W/ LOCKING I VANED G ATT,,4 (({{I RILL - 4 1 4 9,.141311T I INV =49> .91401- . � ( I I OR "i CH I I I Il i I • 0+00 2 +43.47 ` RIM =4e`&i 459. STRF_\ET INV =r 454. 5' WATER ESMT. D EDICATED TO WD 125. TYP. I ' 1. BOX MAILBOX RACK TH MINIMUM 1 LEARANCE BETWry -N M : OX &BACK OE SIDEWALK DETAIL SID WAL A MENT 13.287 , SD ®rr. STA- 0 +48.60 CBp 13; TYPE I, W/ VANED GRAFE RIM= '"ic3.c3t•44 (MATCH PAVING) INV '4;-33 459. 5'IPRIVA DRAIF1AGE ESMT I ' � - 12 "50@ 11,I579 TIE lur '¢1 STREET TREES. 'TYP, 1 IP • AI I - I' 1 7.10 • ! K.n: 340 4 r�+...� ter- � �. �� ' .�. ' �� - • 1 -- t•±1w�.w...:.•. , EP PEDEST(jIAN ,• T 8 I . W ATE ��r 9 .. � N 7'55' $' W _a ' - 'av z0asf +Fc)N' MABOX • - � .. �...:P ❑ TO CITY OF T KA'ILA ` - Tv P7 - \ \ ( I \ \ \\ \ / MIN. 2' WIDE DRIVEWAS' I 1 I TURNAIRNDPART I \ I j i b TILI 1 ITIES T AE X1 6TINC I NEEDED, \ YP i I I I I `\ I i I 1 \ \ , I I I y \_ 111'1 1 L iii STRE�T TREE. T \P. \ \ \ \ ; = t. 1 1111 11 I ; I A I I o % I � / // % / , / ; II1 11f / / l i ,j 11(1'1 • l R ; O T� I ■ 11 1Cy1 i /1( D IM N2 - L]OSTI C R=377.7 0 SD / 1,OOR EXPTXE PIPE WHET EXISTING T AS TYP. 'NO PARKING ON ASPHALT' SIGNS ALONG 'WALKWAY ® 100' SPACING, TYP. WIDEN EXISTItVG ASPHALT ROAD 5" MIN. FOR PEDESTRIAN _ WALKWAY TO 46TH AVE S. - SEE DETAIL ENTERING SIGHT DISTANCE 438 FEET LOOKING WEST 323 FEET LOOKING EAST (INSTRUMENT HEIGHT = 3.50 FEET, MEASURED 10 FEET OFF EDGE OF ASPHALT, OBJECT HEIGHT = 4.25 FEET) POSTED SPEED LIMIT 25 MPH s ue_ L STA. 3 +25 �...\\ END IMPROVEMENTS STA. 3 +10, 27'LT CURB INLET BOX RIM =4 SAM 4(3 INV =''ra'�i6 q. STA. 3+00 - END ROCKERY TOP= 466.0 TOE =463.2 TOP =468.0 TOE-464.2 TOP OF CURB = 464.23± TOP= 468.9 TOE-465.0 STA. 1+50 -BEGIN ROCKERY TOP-469.0 TOE =466.5 RELOCATE UTILITIES AS NEEDED. TYP. RELOCATE EXISTING FENCE AS NEEDED, TYP. NV= TYPE 111 BARRICADE'.. CB , ! .I II wl N1 1 1= 4" 1/41 = 471.44 SCALE i i 1� 8" THER 0 PLASTI A O 5 FROM -AUTOS 4 -L � 0 8" ADS N -12 TIGHTLINE FROM ROCKERY DRAIN ®1% MIN. '34 A 1200.11' 54 /26.6 c463.61 !x4- 460.58 1 146TH° ST -A\ POTHOLE ATERLINE PRIOR STA. 2+49.89 TO SD C STRUCTION TO CB# 12, TYPE I VERIFY C ARAN CE W/ VANED GRATE RIM =4.-66± 34.10 68 9 =9, ¢ (MATCH PAVING) IN V =43 31.25 . 8,010454. z! NV :450.61 FOSTER HEIGHTS 1 87'51'26 W 189.46' YARD - 4 CB4 7, TYPE I W/ THROUGH CURB INLET RIM = 428:6 4 9 04. IC INV = 429-99 414.92. CB4.5, TYPE II - 54" W/ SOLID LOCKING UD STA. 2 +74, 18.5RT RIM =426.CG IN V=448.90 4.17,43 ✓ , N 87'53'42 W/ THESE PLANS ARE `AS- BUILT' AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS OS DATE, 1Z- ->AOO WILLIAM SHUPE HO ER PLS J32 CB$4, TYPE II -48 W/ SOLID LOCKING LID 13 RIM = 4.63+4/5.0 1 RILL= 38vee INV = 407.73 408.( R4 1 V= 3CC_CC'W) INV=z44 .^1s) 2 f F24 " -12" HDPP 0 St 4 W/ (2) PIPE ANCHORS r EASEMENT SPACED ALONG PIPE 15' UTILITY CONSTRUCT /REBUILD ROCKLINED DITCH -SEE DETAIL 40' DuSTUJC 12° 1 20' I L_ DE1D hON/WATER WARY VAULT - SEE DETAIL CB$ 2. TYPE II -48" RIM =361 -6t 379.73 INV - .5.884{12 "W)376.33 INV=Z73.20(6' &12 "E);73`3 I CBg 1, TYPE 1 CONSTRUCT OVER - EXIST. SD RIM =3 1.2.375./1 I (MATCH ROAD) INV= MMa:6s (VERIFY372.76 PRIOR TO VAULT CONSTRUCTION) Call before you ®$ g. VICINITY MAP NTS INDEX 1 ROAD /STORM /GRADING PLAN 2 ROAD /STORM PROFILES 3 ROAD /STORM PROFILES 4 OFFSITE WALKWAY 5 NOTES /DETAILS 6 STANDARD DETAILS 7 COMPOSITE UTILITY PLAN 8 T.E.S.C. PLAN OWNER HAPPY VALLEY LAND CO. P.O. BOX 1324 ISSAQUAH, WA 98027 LEGAL DESCRIPTION LOTS 12 AND 14, TOGETHER W110 THE WEST HALF OF LOTS 10, 11 AND 13. ALL IN BLOCK 4. PLAT OF ADAMS HOME TRACTS, RECORDED IN VOLUME 11 OF PLATS. PAGE 31. RECORDS OF KING COUNTY, WASHINGTON. INSTRUMENTATION INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332 - 130 -100. NOTE 1_ UNLESS OTHERWISE SPECIFIED, ALL STORM PIPE (SD) SHALL BE ADS N -12 OR EQUAL. 2. STREET 0GHT MATERIALS AND CONSTRUCTION SHALL MEET CITY OF TUKWILA STANDARDS. 3. INTERIOR ROADS SHALL HAVE THERMOPLASTIC CROSSWALK AND STOP BAR STRIPING AND CENTERLINE BUTTONS. 4. INSTALL STREET NAME SIGNS, STOP SIGNS, ETC. PER CITY OF TUKVALA STANDARDS_ APPROXIMATE CUT = 1.150 CUBIC YARDS APPROXIMATE FILL = 400 CUBIC YARDS NOTE: t• . 0 c 4 Tb a u. a O 2 a 2 CO 5 W W 5 z 7 o z W m 0 1v La z N DATE 2/10/98 iA JOB NO. 1422 - 004 r � ur EXISTING UTIUTY LOCA "DONS SHCWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- DRAWING NO.1422 -451 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN I i BOX MAILBOX RACK TH MINIMUM 1 5' LEARANCE BETWEEN MAI OX 8: BACK OF SIDEWALK -S DETAIL 1 10 4.91 O�� ® ®W ®�TAofI ie ® I imi _ r acomnam►rilnl<o 11111=®0111 Mt ®:0� ® 1 I i MIN. 20' WIDE DRIVEWAY FOR FIRE DEPARTMENT TURNAROUND EXISTING T AS , TYP. "NO PARKING ON ASPHALT"' SIGNS ALONG WALKWAY ® 100' SPACING, TYP. WIDEN EXISTING ASPHALT 'ROAD MIN. FOR PEDESTRIAN _ WALKWAY TO 46TH AVE S. - SEE DETAIL ENTERING SIGHT DISTANCE 438 FEET LOOKING WEST 323 FEET LOOKING EAST (INSTRUMENT HEIGHT = 3.50 FEET, MEASURED 10 FEET OFF EDGE OF ASPHALT, OBJECT HEIGHT = 4.25 FEET) POSTED SPEED LIMIT = 25 MPH STA. 3 +25 END IMPROVEMENTS TOP OF CURB-464.23± RELOCATE EXISTING FENCE AS NEEDED, TYP. TYPE Iil BARRICADE SCALE 1" = 30' N 87 W OF TUKW'_A 126.11' N 87'51'26° W S. 146TH° FOSTER HEIGHTS CB# 12 183.46' YARD I I _J. I �_ 8 " THERMOPLASTIC EDGE -- - - E 1ST. 8° I. WA TE �' • — - - -- —_ �� ARATE. PEDESTRIAN o $ - - -°°" __= ��,, =yCC " = �p ® wry ' T o FROM AUTOS -- I. '. '_ 9 k N 87'55'58" W ° I��-- - '!9 � , ea CB B 7 CERRE HYDRANT ESMT V - . ._..1'1;,16_ N 87'53'42" CB# 4 8" PVV( scr,a DITCH 6 IIi I I I I I I II I I I I I I I II i I T j I ~ I 1 40 r . Call before you THESE PLANS ARE "AS- BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: �Z 4 °5 ,coo j!J 1-13 WILLAMMS O R 511332 .0 oes O NOTE: DATE 2/10/98 JOB NO, 1422 - 004 DRAWING NO. 1422 - 4C1 EXISTING UTIUTY LOCHTONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO 4 STRT I LIGHT 5' WATER Eg1T I (TW.) DEDICATED TO - wD 125, TY?. 1 5' WATER ESMT. DEDICATED TO 1 WD 125, TYP. 1 16 -BOX MAILBOX RACK WITH MINIMUM 5' CIFARANCE BETIM1''EE�EIv //) MAILBOX & BACK OF'SIDEWALI( / - \ I; -SEE DETAIL � 5'x25 - SIDEWALK EASEMENT \ 1 l � \ N 1 1 \ \ 1 1 1� 1 1 \ 1 I 1 1 1 1 / 1 5'1P RI (/ATEI _ _ I DRAING6 ESMT ( / II 1 \H 1 - 4, BEND (MJ) 1 ) 1 1 1v/ THRU BLOCKING I / 1 1 J 1 1 / I 11 '1 ' 710 12611' 1 / 1 1 1 1 / /` f M 8Ts4 1 / 1111 11 , / 11 1 1 1 111' /, \ I I i / 1 1 1 I I I I 1 1 1 / t 1 111'1`I I \I I 1 1 1 1 1 1 1 I1'1 1p' 111 1 1` Ili! I I I "0_,. i f I I I I ` 111 REL CAT I ' I BIEHI DS 1 1 1 1 j 1 1 - -1 1 1 \ I \ \ 1 1 i 1 I I I I L 1 1 N: 1I111�1 1 1 \ \ \ 1 \ I I I [;.r..`: , 1 ` 1111 ! ' ' 1 / \1 1 1)_1 I_L_ 1 , \ 1111 1/ 1 / /// 1 1) 1 1 1 -11 1 ' 1 1 . _ /� / / //R 1 / 1 f : z / /, .I 1 g\ (t WDST1N C ��/ / � f I y r -- \„ 1__ I I OIT H 1 , , 1 1 / I( I i ( I _S�U P�HOl. 1.11i 1 I. -WM FE 'CE 11 II 1 -8" TEE (FL) 2 -8" GATE VALVE (FLxM ..) 1 -8" ADAPTER (FLXM,) W/ THRUST BLOCKING 111 TOP OF CURB =464.23, TYPE 111 EARRICADL'., 1 -FIRE HYDRANT PER DISTRICT STANDARDS 1 -8 "x6" TEE (MJxFL) 1 -6" GATE VALVE (FL) W/ THRUST BLOCKING 1 -FIRE HYDRANT PER DISTRICT STANDARDS 1- 8"x6" TEE (MJxFL) 1 -6" GATE VALVE (FL) W/ THRUST BLOCKING l ,f 111 II 1 •� I'1 ,I 11 111' 1 ..i i 11 ,11 I ' 41 0 7' 1 oso 20 30 SCALE CAP (MJ) 1 -2 BLOWOFF • W/ THRUST BLOQKING =s= E,, ii 1 \� /.1'�� '.: :\ __�E)OST 8 �.I:. -.WA _ � _ -__ /i�sely ..L I 1 - \ --- O:: '❑ TO.. CITY OF TUKWILA ❑ - T - - ►� S., 146TH ST: _., \ \\` i - 8 ° TAPPIIJG TEE (FL) V1 1 - - TAPPING GATE VALVE (FLAAJ) W/ THRUST BLOCKING L �1 z Q1 4 ,N 87'51'26" W NE 1/4, NE 1/4, SECTION 22, T. 23N, R. 4E., W.M. O 169.46' YARD I , N O \ 1 I ( I I 1 N 1 "n 1 1 TI II.SL I'L. AN:. ARC. "AS- QUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONUI I IONS AS OF it11S DAIEI L• a•uoq WII I TAM til Il ll'I' I llj MI11 Illl l'I ti 1.1:11 NOTES 3. THE LOT 15 RESIDENCE SHALL BE PROVIDED WITH A SPRINKLER SYSTEM. 1 -FIRE HYDRANT PER DISTRICT STANDARDS 1 -8 °x6° TEE (MJxFL) 1 -8° PLUG (MJ) 1-6" GATE VALVE (FL) W/ THRUST BLOCKING it II 1 II I II 1 II 1 III III 4U' 1 1 1 1 '1 I 14 / 1 -8" VERTICAL 229• BEND (MJ) 1 1 1 1 1 I -_ WLHRUST BLOCKING 1. ALL MATERIAL SPECIFICATIONS AND CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE REQUIREMENTS OF WATER DISTRICT 125. 2. ALL LOTS SHALL HAVE INDIVIDUAL PRVS, INSTALLED ON THE DOWNSTREAM SIDE OF THE METERS. :bo8 KING COUNTY WATER DISTRICT NO. 126 SCAT I' 1 W1w.1 t i n HNG wxln 01:5 0 1 -4 ° x8" TEE (FLxMJ) 1 -8" GATE VALVE (FbMJ) 1 -4"x8" REDUCER (FL) W/ THRUST BLOCKING ABANDON EXISTING WATER METER & PLUG CORP STOP AT THE MAIN � I ; a F - T 0 20:3 OWNER TRIDOR INC. ATTN. SCOTT WIKLOF 2226 ELUOTT SEATTLE, WA 98121 206/443 -7735 LEGAL DESCRIPTION LOTS 12 AND 14, TOGETHER WITH THE WEST HALF OF LOTS 10, 11 AND 13, ALL IN BLOCK 4, PLAT OF ADAMS HOME TRACTS, RECORDED IN VOLUME. 11 OF PLATS, PAGE 31. RECORDS OF KING COUNTY, WASHINGTON. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS. MINIMUM CLOSURE OF LOOPS WAS 1:22000, IN ACCORDANCE W1TH WAC 332 - 130 -100. DATUM ASSUMED DATUM WATER DISTRICT NO.125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN. AND FOR DISCOVERY OF POSSIBLE ADDITIONAL. UTIUTIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTIUTIES UNDERGROUND LOCATION CENTER (1- 800 - 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTIUTY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JCINT, CEMENT UNED (ANSI A21.4), EXTERIOR COATED WITH COAL TAR. VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPUCABLE PORTIONS OF ANSI STANDARD 421.10, 421.11. 816.2, 816.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT UNED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED W1TH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE NO #125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 3/4 SERVICE UNE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 955 MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM. D -1557. ALL OTHER AREAS TO BE 905 MAXIMUM DENSITY MODIFIED PROCTOR. 23. ALL VALVES. FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF. ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES. VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED q,��ICT NO 125. NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. It SHALL UE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT. VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UIILI TIES PRIOR TO COMMENCING CONSTRUCTION. NO Call before you DYg. 1 -800- 424 -6666 VICINITY MAP NTS TRIDOR INC. FOSTER HEIGHTS WATER EXTENSION Q JOM NO. 066104 -EO iYltJINKt- File: 35mm Drawing# 11 X 17 PRINTED ON NO. 100011 CLEARPRINT • 3?. c• 0. tr o N• 875234" W • 126.11' ref: Preliminary Plat Map by Baima & Holmberg Inc. dated 9/12/97, reduced scale 1" = 60' 1 '1° 111 0 INCH CHINA 0 I ' I un N 8751'26" W 189.46' 0 0 AV 76' • • 99' • • 1 ROAD A 2 TP-3/ ; , i 1 51' \ .63'\ i 637 .., 1 ; %. \_'•. \ ‘ ' i 1 ; i ' ; . 1 ' ; , . 4 0 6 t ,... 04 ., , .1 1 •, , 1 1■1 ■ 1 ■ t i • ' ' k k \ \ • • . k '. • ,. i 1 \ ... ,,,, •., re) ' . '• , ! • .... ..., ,. '• l i 1 4 1 i I -„.... -..— 1-• '• i • i \ 1 • 'wood.' niskg •—• • \ \ •,,.. .•. 20! 2W 1 1 POSV , 1 I 1 I 1 la 1; :' • \ I. ! i l Z 1 wOOQ F,IENCE I ; 1 ? • • • i t • . . t i • ' \ w 7 —,;. .. . 1••••■ . . •■=/.., ■•••• ...: ......., ,..-- ' 63' 11,V=430.71 ' •,; \ • . 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E Z .1111111111h ili I 1" = 60' 189.20' N 87'54'50" W 189.11' ; ‘. ■ • 126 40' 4.. . • ' • • • •••!••• • —PS:* • c 20' SITE EXPLORATIONS PLAN Proposed Foster Heights Development South 146th Street & 51st Avenue South Ttkmila, Washington Proj. No.98-1 Date 2/98 Figure 2