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Permit D02-150 - FOSTER HEIGHTS - LOT 2 NEW SINGLE FAMILY RESIDENCE
FOSTER HEIGHTS LOT 2 4820 S 146TH ST D02-150 Oel ■ ■ • : ;; City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 2610000020 Permit Number: D02 -150 1 w Address: 4820 S 146 ST TUKW Issue Date: 07/16/2002 Q 2 Suite No: Permit Expires On: 01/12/2003 u U - 1 U O Tenant: CO 11.1 Name: FOSTER HEIGHTS - LOT 2 tu _ Add ress: 4820 S 146 ST, TUKWILA WA u) t wO Owner: 2 Name: TRIDOR INC Phone: 206 - 443 -7735 g —i u-¢ Address: 2226 ELLIOTT AV, SUITE A, SEATTLE WA D Z W Contact Person: Z I Name: CHARLES PRIB Phone: 253 - 631 -6864 ! Address: 14205 SE 255 PL, KENT WA Z w u j D Contractor: � p Name: LONG CLASSIC HOMES, LTD. Phone: '0 0 H Address: 1624 PIONEER ST, ENUMCLAW, WA — Contractor License No: LONGCHL05409 Expiration Date: 11/01/2002 = U � H DESCRIPTION OF WORK: — O CONSTRUCTION OF A NEW 2,697 SQ FT SINGLE FAMILY RESIDENCE, 564 SQ FT ATTACHED GARAGE AND 95 SQ FT 111 w COVERED DECK AREA. F V — ,. _ PUBLIC WORKS ACTIVITIES INCLUDE: acess driveway, land altering and storm drainage. PROJECT ON 0 ~ VALVUE SEWER DISTRICT AND WATER DISTRICT #125 WATER. Value of Construction: $263,987.20 Fees Collected: $3,336.55 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: , • • Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 • Flood Control Zone: N i z ...., Hauling: N Start Time: End Time: 1 Ez r Land Altering: Y Volumes: Cut 180 c.y. Fill 180 c.y. Landscape Irrigation: N � " Moving Oversize Load: N Start Time: End Time: '' ' Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: r ,.. ��, t Storm Drainage: Y 4 _ Street Use: N �� � , ' Water Main Extension: N Private: Pu ka rt ,'a ° d Water Meter: e + ?.} Channelization / Striping: ,;;r; �., ; P •.' 7 :v.' doc: Devperm D02 -150 Printed: 07 -16 -2002 EVZ , I�3,a �CF+�;:r::a � T •4 ki g Tukwila I } �� C it o f /toe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: 7 -6 . re 2 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 6 ordinances governing this work will be complied with, whether specified herein or not. U o No . The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws W = r egulating construction or the performa ce of work. I am authorized to sign and obtain this developme t permit. -� 1— ' Signature: u. � !� ��� Date: / /' g Print Name: ` N QI I— W This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is z 1-. suspended or abandoned for a period of 180 days from the last inspection. z 0 W C.) w IL Pa I o 0 1 le 4 e 4 ) r. 1E4 tr, doc: Devperm D02 -150 Printed: 07 -16 -2002 L;,.: . - -- _ - — . • — • tvtio C it y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Covered material must be Z stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and , iH { following storms. H w 22: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All Q 2 disturbed areas of the site shall be 6 permanently stabilized prior to final construction approval. 0 0 23: Applicant shall follow all the conditions of final plat L2000 -026 and comply with Geotechnical Report prepared by Geospectrum Consultants, Inc. dated Feb. 10, . H 1998. Geotechnical Engineer shall observe the implementation of the SFR development plans during construction. Field reports are to N ,_ be submitted to Public w 0 Works in a timely manner and shall include: 2 A) Temporary erosion control and temporary excavation g Q B) Implementations of footings, foundations, retaining walls, driveway placement and associated drainage system and placement of N d backfill. = u1 Prior to final permit sign -off, the Geotechnical Engineer is to provide certification on a lot by lot basis that the work has been �' accomplished in accordance Z with geotechnical recommendations - refer to Feb. 10, 1998, Geotech Evaluation prepared by Geospectrum Consultants, Inc., P.O. )-- O Box 276, Issaquah, WA 1.11 98027 -0276, phone no. (425)391 -4228. U 0 0H w I Z hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances f governing this work will be complied with, whether specified herein or not. u` 0 iii The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws � . I _' regulating construction or the performance of work. p' (7.--,;71 Vi 71eVir Signature: Date: g Print Name: v • pp ;J Fzrti '. A 0-C1 • • , .:c . . +ps■ . fitA Mt ;f. 4. doc: Conditions D02 -150 Printed: 07 -16 -2002 a . • "?�� ,..,., , .,.,,.. * .., n n,.» a. a,..,.. w.. e.•.. r m,,. u,. ,....... , ... , ...,..e. - -- .. . a -,. Fm, s- w.,c_ nr ..vh.<��v.«uw..K.vsmere+vemu+u %5rca rrnuw- xi<o-+P h �o., y, rtxiwu .«a�KatY+fyraxNZtM xK`fi, _[ - r - ... ■ ��� wti �n . ......, CITY OF Tl�- .KW►LA L i `t' _ OR STAFF USE ONLY e v .9 Permit Center Project wumber: , a t $ 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 ^ T9 (206) 431 -3670 Permit Number: DO 15 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. Project NametTenant: �s,r /-4E/9/-0 le f v7 Value of Construction: Site Address: �BZ° S i' , T � City State /Zip: Ta067���r; aPZ • Property Owner: /' ti9 "14) -, Pho e /j 4:76, St /6J1 Address: F �� -Plr/ *i in G GV/ City State/Zip: ai�e2 .0 Fax #: �� 8 O Z /g0 Contractor: . Phone: . � /7 Street Address: City State /Zip: Fax #: Z 44/6-6 Architect: C p/P45 12 F--` fi t✓ Pfjg � 6 Str et �ir�es L_ We/Zip: Fax #: ti Engineer: s / , ,� q Pho 7 6— / P/ Street Address: avte ;ity State / i Fax #; < Contact Person: •�ln� PE` 2341—b `J � V CL Street Address - / // , Cit , Sa Fax #: W /9a _Cie % lz / -, !'a �C� � -�� 0 0 co w Description of work to be don e' q / J = I.- WO Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Q ~ ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ce Q ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) Cl) d ❑ Deck(s) - Covered & Uncovered C3 Residential Reroof H W ZI. Is this site served by: 5/ Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) 1— O Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) w sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U D to Proposed New Square Footage: 0617 sq. ft. Dwelling 'l / WC/4g. ft. Covered Deck(s) 0 E- , 561 sq. ft. Garage /Carport r r � sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck W W =U Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 4 L� c, 3 I-- O *For an Accessory dwelling, provide the following: iil Z Lot area Floor area of principal dwelling Floor area of accessory dwelling U * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Z I APPLICANT REQUEST. FOR PUBLIC. WORKS.SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: j (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrantf(m,.�a cubic Y in to vault) #: Size(s): ❑ Hauling � Land Altering: Flood Control Zone Haulin : 0 Cut �W yds. 0 Fill I &cubic yds. ' ❑ Moving an Oversized Load: Start Time: End Time: :I/Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public LUO 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- rill 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- s a �` 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 applicatio n expires: Application taken by: (initials) Co -- 3 a < /07 � � d S f ,.. AIM E .. PLEASE SIGN BACK OF APPLICATION FORM I-- , . - i SFPERMIT.DOC 2/13/97 41■11... 1.....1 : ALL SINGLE- FAMILY RESIDENT! • ERMIT APPLICATIONS MUST BE : MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: 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. z 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), . m I-• show proposed and existing power, water and sewer lines, existing storm drainage system, w downspouts and foundation drains, and where drains tie -in. 7. Parking plan. _l o 8. Lowest building elevation (if in Flood Control Zone). u o 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. w H 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. N i _ 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the uj 0 shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 2 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the g high water mark. u) 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form i w H -9). Z = F- ❑ ❑ Foundation plan and details z O ❑ ❑ Floor plan ui uj ❑ ❑ Roof plan v ❑ ❑ Building elevations (all views) o ❑ ❑ Building height = v ❑ ❑ Building cross - section 0 ❑ ❑ Structural framing plans and details necessary to completely describe construction ui z ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available o at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. z ❑ ❑ 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 ofM:-‘11" . Contractor Registration". ;: Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed ` r ' by the. State. of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and 'i�� 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 ; , .a∎ . 7---- PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 11 ' BUILDING OWNS OR AUTHORIZED AGENT: MIK NM S 1! ' I ignature: v • e- Date: Print name: tei _ C- pi? j tIsrt J / ),< Fax # i dahlia Address; ,y Cit /Slate /Zi e 411.1111W SFPERMIT.DOC 2/13/97 ' ( .- -- ¶ - mt City of T 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . . q1 RECEIPT 1Z Parcel No.: 2610000020 Permit Number: D02 -150 U o Address: 4820 S 146 ST TUKW Status: PENDING (0 0 al Suite No: Applied Date: 06/03/2002 W Z ' Applicant: FOSTER HEIGHTS LOT 2 Issue Date: N LL W , . - . .- - - -- _ . _ .-- , - , -I 1 kwi1a : 6 7 C of , , . 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' ,. BUILDING - RES 000/322.100 1,912.15 INSP FEE - STORM DRAIN 412/342.400 15.00 INSP FEE - UTILITY 000/342.400 15.00 ' LAND ALTERING PERMIT FEE 000/322.100 89.50 . LAND ALTERING PLAN CHECK . 000/345.830 37.50 . PLAN CHECK - NONRES 000/345.830 - 1,242.90 PLAN CHECK - RES 000/345.830 1,242.90 PLAN CHECK - UTILITY 000/345.830 20.00 . STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,093.65 , • 1: ,, � : p 14 r a.... i f 4 F} 1 i:ir;..t(y 07/17 ' TOTAL ' L. 2..1b�3•9( s rr11 doc: Receipt Printed: 07 -16 -2002. t ,... �� �_.. �..,.. .w..._ -,... x ....., .w.wW.. --.. - - . -I • z Z ILI ' - Z ~ w it 2 U .,-. -- 0 0 co 0 /l W w INSPECTION RECORD r �_��-� N LL Retain a copy with permit _ o Z O INSPECTION NO. PERMIT NO. w " CITY OF TUKWILA BUILDING DIVISION Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 • rV LL 1 Project: Type of Inspection: N d i fro Sfek iieidc P w if--;cc-, ,, 1- lil i Address: Date Called: Z I— ! Ea 2,a Si / 1G / 2/r 0 l Z 0 " S Special Instructions: Date Wanted: ! a.m. - '� S p p.m. 2 D /z 2�c17_ U o Requester: I. l Phone No: dt 0 4 CI ~ = V H I i`' ❑ Approved per applicable codes. a Corrections required prior to approval. L I 0 Z COMMENTS: " U O I•- rr:' Z cam► 5 12_,./ 2--0A L. l v . i . ' 5) k -'� \ 1 ` 'I , • k /`� f a 0 d I )--/Z-- 6/6 2 4 11_ ``� t--� -f' ' _ 4 V !" ! *Alb, ' Inspector: Date:,., ,,i~, U d $ .-'- : . 1 1 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be .`y "14 ;; ;.. f paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . i Receipt No.: Date: V i f ` - r ..fi _ ....a..G:... ..Kre;�., . . .:�: , v ....»' �'`` � � ,. .. �;i'�.rti:v�7 'v+ �•' .s�.�'�,fS,31�'+� -:�,, n•^ yam . '1u+'Sli�.fS�iJb Na^Af t.'�in�'1r'�S.rSs�J'i.''.R, .----■ , _.• 7 • 11' 11-Z W W .c • , 6 • '0 8 . co w INSPECTION RECORD /3 .c) ..• ,, • . Retain a copy with permit . 1 w_ jw F w o , INSPECTION NO. PERMIT NO. 2 ?- CITY OF TUKWILA BUILDING DIVISION g 5 .. , 1 1 - - j I - '1..1/ ■ \ Z =Z ILi rt IC ( Cif, lf 0 0 INSPECTION RECORD J.102--11-50 l m 0 / Retain a copy with permit Lu I LU INSPECTION NO. PERMI O. ! CO IL L CITY OF TUKWILA BUILDING DIVISION ., W o }� I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 w J $ Project: Type of Inspect'on: _ i ,--�s�4° /.yam. ; 17 5 _LA f i-c - / a G� co I Address., `/ _ Date Called: H W ' I ' S . / ';i `s /off- / �7 �_ Z H 1 Special InstrClc!}o s: Date Wanted: a.m. / .Z -Z D - aZ. p.m. z g t Requester: I ; L � )4 2 r tea/ D 0 0 Phone No: — 1 3 - G 0 6-- c'a� 7 01- , u, W } I A pproved per applicable codes. 0 Corrections required prior to approval. V t • • COMMENTS: W Z 1 1' : C/) _2, a._ kJ 1.8 - �p o 1 - z I P . O 1 . : . : • t i 4 } ,t ,, ,4 . 0.4.''' Inspecto �! L Date: 4 :_ $47 0 REINSPECTION FEE REQUIREDArior to inspection, fee must be },° •,t v: , Id at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. a���: Receipt No Date: " a 0 „,,,,,,, ? ,f T .,,V11;1; Y '4.-i,%-u° e}S b+'_t∎gM 4M 'Y. 1 ti' :•.-.. v �J il'36L'� . .., wctif,: X. UiC'iislii+;'' - >diPK"Z b a M i . .. , r- - - tdr . ,• 1 -r• Z tl_ W re 2 b2 5° 0 o permit RECORD i . 7 Retain a copy with J 1 . IN S PECTION NO• wipermit J O 2 J RMIT I / N u_ I.: CITY OF TUKWILA BUILDING DIVISION cf r 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q u. I Proie ct: Type of Inspection . !'� 74° i r fj -JS GUS //7d i i i t/' li is . w D I Address: d V Date Called: I uJ 1 ' 9 8 S'. / / —/q — -a., V :r. ? I I . Special Instructions: Date Wanted: a.m. w O i ' - /2— : o - V 2_,_ P.m. I" Reques zb i l/!f 2 0 Lu [:. , �/" 0 co Phone No: / 0 -.Z,,3 — 3-o . O©7*} w 1 .: 2 W ' roved per applicable codes. Corrections required prior to a U : , P p PP q p approval. P COMMENTS: /7 Z ';'. , 0 'J-/ I i'" /SL / /r9 7 rem / "1:V 0 ed✓eC/ ~ I :, pev, r,„,---;.- ,„..(5-v/09--/;v1/----Ap ... J Ay, 2 37 ,{ i .,,, 4t .,,44, i,` » A CiMir ; z U R c nsp r: '-'-' . Date: 0:104! 4 . i 47.00 REINSPECTIO FEE REQUIRED. r ior to inspection, fee must be R�' . -' A paid at 6300 Southcent r Blvd., Suite 1 0. Call to schedule reinspection. q Receipt No.: Date: �` .1 ' 4 „. �i.3. jA +� 't , [ice, •!':K..t�'��; t• Ir y t v ty'Y • ,....y � A f "•4,, 7 .,, `r`> v v 1 ` :, `ti. L , G i' , 1 'n .=.,.1,. 4 1? 4,--. J.4, ; 1. .<”4,.--,,,44 +iii∎bzeac a.md: W6•'.`cr. b' •✓„ e r& v ` F .. t . i -- •_ - ( - ,- .., - z 1 W Receipt No Date: s- . ` tp,, ., F r 1 a - : .a�''dx.' ,id1 cdrr:ISuu 3 wsi t inY»R'. rr t,.Zk .{` Ss,xrm �2k ,... z la ( J U W C I V' I b- 0.2 ,. } El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ` paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. : Receipt No Date: p- �. { . tki 0$ -77:•!' .� 1'gi 1&+44).). , +44).T to, /,:-..-"1,•+• W rt l...... k.. a.4 , ., w,.., ,I _• -b:v.f -i- -v.... , ..r.. ,. i . i:' .:.,+•. .y.. , : t; ,, _ i r � ., ., .. .. .. ., ... ... �r"., , Rt!rfaC(f " �� %ilY iifJiy `i::'S "�'�t5'°n'�+i /.1L4J. {{t ?�C:i,. L 4 , z Q • ...,. s -. Kwc ... .. . ,... . '~ z re ui j`• _ _ 'i _ _ 0 co Q "`` INSPECTION RECORD ,;. Cr) Retain a copy with permit �� �! r,, : INSPECTION NO. • PERMIT ! . / (n V_ I�.; �' CITY OF TUKWILA BUILDING DIVISION i ' • ww r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Proj • Type of Inspection: u_ Q t'S% /7 � 11i //(/'tom — a ` ' A d ess: Date Called: H w W g S • f ' L o7 /) ,-- / / : i I.- *: Special Instructions: S Date W ed: a.m. I... 0 ' . --/t{ '-as. Z I— 2 LU ? e;: -s.' . ` ,4—('J/. - Phone No: 0 N '.ii:-:: /9 ) o o3/ ; 0 I-- 6 .Y:.: ww Approved per applicable codes. aorrections required prior to approval. I I- - V . COMMENTS: Q w to rt ` 1 '''t ��IA OntJ veln4 Cr�)sho�.' P. ? s • '- -oloo �...,...- -1-- Z •: C V ■ le G C /:A e/I P um XPV' e V t �1 , t;',., S i1n, , 0,,,,,,„,( .4�cac� 7 nr uv►ad,/,6, , c 1v - , 3 , : y , ,. .' afa * , 0 , Inspector: Date: 5 i. :: 74 ?} are 1: $47 REINSPECTION FEE REQUIRED. Prior to inspection fee must be .: paid at$300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , £ �.,,' Receipt No Date:' ~ ` ,,; 4, ,..., .a:.....,ta'c_,..:.,,.._.t:t..a �..,_. ... ._. .. AI L lead: .fl: , VAISZ f.Y'.�n.'' .+.i ). ;,' " ;:q 7 &w `i :ri li ; :N1/244,; , [ ..■■• .. ( % • ■ ,.. / • .... • Z . < • .., LU u. sc 6 5 , ...J C.) . , -‚ 00 ...••;::: ':.:,‘ '''. , INSPECTION RECORD L - w '.' :'''' Retain a copy with permit .. . 6 ' bb /::St : w w E -J 1— (' ' - • INSPECTION NO. PER O. . W LI u j ,;:::' .‘ CITY OF TUKWILA BUILDING DIVISION W3 : 0 , 2 ;: ... ..., - . , Z < • , I I- I- Z CC 2 , ,Atr7 -,, 29‘ , : , , ,, ,, , ,,4_ , , , .. ,.,,,,, .... , „ .„,,,, „ , . _ , .. 00 • , 0 , • , , . . C c t• $. ... t . . ' . . INSPECTION RECORD 11.1 LLI I ■ ' I ' .-" , - - , .. Z W re ec i. '.' i,` ` �' co 0 INSPECTION RECORD Z ) rho I I Retain a copy with permit co - .INSPECTION NO PERMIT NO W I CITY OF TUKWILA BUILDING DIVISION 1 . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 3670, ..: Y _ u N a Project: Type of Inspection:. { _ o 'er i nTs c�ou�n ou &:i 5 + orm drain Z = F. Address: x} 'S1 Date calle p 146+11 r O .. �.. Z O Special instructions: .} . Date wanted: $m. . ':.. ' W uJ i�D 1 � � � `r � � p.m.. • 2 n Requester: - U N 1: , 20b-7C13--3061G ILI Ill I- 1 I n Approved per applicable codes. El Corrections required prior to approval — O Z � . COMMENTS: U O Z SA f 6 Z. b, S , 7: �. ,Ae . (40 S'4tj . `0 . P,ui f p:) 1 h_ (r2''I ett -s 1 l3i .. _ 74./ if ' ;• C j s. . ,,. 1 i mow. • "�. f ly"' Y ` lr. ' { Inspector:` Date: J „: I Va rn `: 0 $47.0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: :;.0f "• � Yr M + ., ' e. x . fir ^. • v . a. . . f .et.L .. a��: ` ,,. _ .. ".0 . .t » . ti . : . :,.. 5.4., , " :}',?ih„:1„4',1',.. t e f a +iV . iA S...FS YtGYd:Yxf'.t5;r 040tiJ•'Ys;40t;:4g?:`4.•..;4i0"�:'A$; h .. 1 % j , - �. •• • r ILI 5 ry . I�y; u)0 �.; ,., INSPECTION RECORD �D z _�5 ) w co al _ .. , 7 5 Retain a copy with permit co LL r a ' ' INSPECTION NO. PERMIT NO. w O ' ' CITY OF TUKWILA BUILDING DIVISION ...,of * 2 a :: 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 ' Proje t: L/ / yp,LInspection 1. J Te �� . N Ain; Address: Date called: 4-/e2O S' /e/6” „5" 7 8 ? ? � • ;_ ` ' .::' . Special instruction's: Date wanted: a.m. 7._) Z E- F_6 O Z p.m. g W , . Requester. U D in # 4 i Phone: CIF- :: c:76 7 9.3 - .3e,70- w W k;'. -.a Approved per applicable codes. ❑ Corrections required prior to approval. u. 0 V . ' COMMENTS: LLI Z wr H A : . Z ;. z _ �°: g, ii l.,..' • 1 _ Ne i 7.3'''. •E,' I "`� V H 1 . op. � � , ,A At r.:«: spect • r Date: ,r .i ` • t) ,, , v-:t:, , hip. - .... c"-- AA .4 .1 .4— —4. / e.-- v. -at 1 143 ,y^' , ' 7.00 REINSPECTION FEE REQ IRED. Prior to inspe on, fee must be paid tl. .. ! ": at 6300 Southcenter Blvd., Suite 10. Call to schedul : reinspection. MAI. , • eceipt No: Date: mss r''1 si I :.�,.. oxa !.. ..∎. e. „,,.< . , ..i...•..:1,-. 4- : . A. ;Yccc— . ,. r . ...T. 4,= 1:` ;4.' #ir'p's" 'Y': .,..„. , ., kt,,,, -; , , , :s S Ef. r ..?:' .. P' ' �J�+&S Y e, rr., 'n .L';?:r,;e4k11l F 4) t..:r �ilrrnd4n a G ; l; „ s '%? k., a ' i ..■ 1 ■ .e. , - -.. .. '.■ ..../ • .... Z ' 1 i l■ Z W r‘ NC • Li 6 5 _I c.) ,.. 00 r.:;; .:! ,, . CO CI !-F,` . i . (o111 INSPECTION RECORD °01c . IT_ Retain a copy with permit 00 co u_ P i INSPECTIO NO. / PERMIT NO. Lu 0 1.1,...- N IA • CITY OF TUKWILA BUILDING DIVISION . 4 4 2 tfiVt.. g D i tlut 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 u_ < ..,:,... . P jecl i.......„61 1 , -- Typp,of lnspectio : I r ,. a i t./... '1 9 ho d m u, ..:.:. ' Date calle • / Z 1- I L I (0 4'rl ff /0-? I- 0 Z 1- Vi.,.....',.. Special instructions: Date wante /W il-s rielt,„411, L1J 'Li , .. .. g.::- Request : "i';',,..- . I p4 0 1_ Phe...• \ i 1.11 uj .. 5 0 ,..! i 0 1- • . (*)=.'' - El per applicable codes. El Corrections required prior to approval. u_ ip•,:: '.. . COMMENTS: " . . 0 0 r- I . 01— Z I !-- 2 r, -''' ' • , "L'I . , it :!.,`..' ; • - ' : • . i' ' , i e l:: : • • , . : • : , ' i . f:::.‘' A • - ..,, ... ' I, P . , ..r , l ' i ; 4 :',.....: . 'cm - ., : ,..,. 1 Inspector ... . 5 : „..--'1,6 7 40_, Date: • 7-. , i ‘ ilirrYitfig$-± -•'' k : , :1 El $47.00 REINSPECTION RE REQUIRED. Prior to inspection, fee must be paid Vii: k o at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4,.., 'Pi.. Receipt No: Date: 0 , 1 - , '3. ' .,..: . I. ,.!-, ' . . ' :‘, t k . 4' f a • f•A + ...';';'`" a 1‘ 4 ); "' F3': AC ' ''VI .` -4+' - , ' ,I, , . L. i 1 ..." , --"-- ...,• ■ -r . , ., . :w +.r Iit, - •�`. ." -•-'— '; i a , ap;� r.y f,a .r-\ 1t'y a.. ' • .;t' v,..a;, > -'.z :;: - w . . . ,. t , ,r, .-� .^ I LA '1 � J � .... I w `sy,,, City of Tukwila y Steven M. Mullet , Mayor itg' 'Z' , Fire Department Thomas R Keefe, Fire Chief t 1908 _ - -- z F. re 2 TUKWILA FIRE DEPARTMENT QQ 0 FINAL APPROVAL FORM 0 J I Permit No. .1„, .1„, ��/5C u.. O 2 J CD D = Project Name 7" �E' Ile '6'; His e.-.0 r 2 . H O L) r z I-- 11.1 w Address f j�/ Suite # U0 j . 0 O H current ins ec schedule � ` Needs shift inspection w - z . c.. ) — I O Approved without correction notice z Approved with correction notice issued i • Sprinklers: i ' Fire' Alarm: / . . Hood & Duct: / M . Halon: / . Monitor: Pre -Fire: Permits: -. 1 , t - -�. ,.�,� �/ J .-_.. tip ;r Authorized Signature Date . : ... i . i 1 1 ., i FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 rip. Y . w! .tt4 > t ea ' , .,,,,,„,,,.,,,,, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 l„ i, ,„4, , x;, i , .. ( , - • • . .r .. ..� ... ..., •, w .w.. ........... ...... • IV . • O -. O- 1.Z ) 0 - 9 -6Z Z r . ii-:. . 1 • �1 W 1.1. C • 1.01 `_ —I i I I INICS I MICRO COM SYSTEMS LTD. 1 Z s It , ATTENTION CL iji WJU 1 u) i. J1— U) u :1 W O , QQ LL Q N d = W I— Z Z 1- O Z I— ! 2 ?; UO 'O N of i uj W Z H U LL W Z . T he next image may be a duplicate of the previous image. 1 I . o z j Please disregard previous image. l I I Please disregard previous 2 images. . . Please disregard previous 3 images. 1 n Other: y , ' 5; ' , a ' ;; f , 01 i , e t t o trret7 ,r-7441 ,- M, ,., r' �' a Y i `� Ff +r., v ,, a f,' , h, . •. �•• :.• •: `•' �:• ��. t�'' >I.a....1ir �-., t. i1:.' l+:+ t. 4:: W3. u.:.:M 1 n•n.�...+...w«.w v, w...,.. rc.0 wrxu.,....r' � •. nuww .•w+�Ai�1rY.K$� 1 I framing plan ■ _ .- - k.4i — -, i ■ . i " ..... N. Job I russ i rUb..IViie uty Ply 20110119 T01 ROOF TRUSS 1 1 (optional) Woodlnvllle Lumber, Woodinville, WA WS /,Z 4,ZU1 bF <1 s Aug £4 ZOO NI;Telt Industries, Inc, Wed Nov 1 ;b1:4U 1000 Page 1 I -1 -6 -0 i 10.6 -0 I 21 -0 -0 22 -6 -0 1 -6 -0 :,10.6 -0 10 -6.0 I 1 -6 -0 Seale • 1:30M • Z 4x4 = a i- Z 7 :1 9 C e _ _ 10 6 '3 s•oo f1r s _ 11 U 0 4 _ 12 U W i 3 ^r 13 W I o N � . 2 W 0 _ _ a 1 4 2 i - — E r, 1 5 - J ...........mss . ..,,. i• ... :. i% :........ ...:..:x'..:;22::',..... . >: r.; ,... %;> LL cc 3x4 ::......:....:.. :.:. :. .. .. ' 3x8 = 3x4 = CO a . W • f— I ZI— I— 0 1 21 -0.0 W W I 21 -0 -0 ( 2 D . LOADING (s SPACING • 2 -0.0 CSI DEFL In (loc) I /deft PLATES GRIP U co TCLL 25.0 Plates Increase , 1.15 TC 020 Vert LL n/a - n/a M20 185/144 0 — TCDL 7.0 Lumber Increase 1.15 BC 0.11 Vert(TL 0.01 1 >999 0 I— BCLL 0.0 Rep Stress incr • NO WB 0,08 Horz(TL) 0.00 14 n/a W BCDL 5.0 Code UBC /ANSI95 (Matrix) 1st LC LL Mln I/defl = 240 Weight: 79 lb I U LUMBER BRACING I TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 6.0 -0 oc purlins. 0 BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. ... . OTHERS 2 X 3 SPF Stud /Std CO U = REACTIONS (lb/size) 2 =243/21.0.0, 17 =- 45121.0.0, 2249/21-0-0, 16= 278/21.0 -0, 18 =59121.0.0, 19 =107/21 -0 -0, 20= 99/21 -0 -0, 21= 92/21.0.0, 27 =269/21 -0.0, H I 26= 18/21 -0 -0, 25113/21.0.0, 24 =98/21 -0.0, 23= 93/21 -0.0, 14 =243/21 -0.0 0 Max Horz 2 = -11 load case 3 z Max Upllft2 = -33( lo case 5), 17 =•94(load case 2), 20 =- 2(load case 5), 26 =- 14(toad case 4), 24 =- 3(load case 5), 14= •33(load case 5) Max Grav2 =243(load case ), 22= 79(load case 1), 16 =278(load case 7), 18 =81(load case 2),19 =107(load case 1), 20=100(load case 7), 21 =93(load case 7), 27= 269(load case 6), 26= 18(load case 6), 25 =113(load case 1), 24 =99(load case 6), 23 =94(Ioad case 6),14 =243(load case 1) FORCES (lb) - First Load Case Only . TOP CHORD 1.2 =35, 2.3 =42, 3- 4 = -44, 4.5 =12, 5.6 = -24, 6.7 =9, 7- 8 = -22, 8- 9 = -22, 9- 10 = -24, 10.11 = -24, 11- 12 = -17, 12- 13 =•44, 13.14 =- 58,14 -15 =35 • BOT CHORD 2.27 =7, 26 -27 =7, 25.26 =7, 24.25 =7, 23.24 =7, 22 -23 =7, 21.22 =7, 20 -21 =7,19 -20 =7,18.19 =7, 17 -18 =7, 16 -17 =7, 14.16 =7 ■ . - WEBS 8- 22 = -68, 13.16 = - 220,12.18 = - 25,11- 19 =•95, 10- 20 = -86, 9.21 = -80, 3.27= -220, 4- 26 = -25, 5- 25 = -95, 6- 24 = -86, 7- 23 =•80 ' NOTES 1) This truss has been checked for unbalanced loading conditions. , j 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 rni 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4 All plates are 2x3 M20 unless otherwise indicated. 5 Gable requires continuous bottom chord bearing. 6 Gable studs spaced at 1.4.0 oc. :? _; ; 7 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. . 8) Provide mechanical connection ((by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 2, 94 lb uplift at ; k• . joint 17, 2 lb uplift at joint 20, 14 lb uplift at joint 26, 3 lb uplift at joint 24 and 33 lb uplift at joint 14. y; 9) 'This truss has been designed with ANSIIT I 1 -1995 criteria,, `k; ( )Standard LOAD CASE (S) - .,,, :t ::? of .. e. � ,,, . • .e., i I . t . , .. F.. .. :; 5. .. ...... "ic..:.Su'�<.. + } + -. , .i •.5., r.: n•: w;tu "IU Y s,�Y'1i'.ie%!YI�,:Gi.>"s' . , w'• - ... �w.w..utx. ... . ,•...,•. _. - -. �...- •• y�. «,.... ,. 1 I 1 . `.._ . . ..,.-:( . — , htob iruss Truss ype Qty Ply 'B0110119 T02 ROOF TRUSS 2 1 ? (o • tional Woodinville Lumber, Woodinville, WA 980 (2 . • - s • Ug • •I vi e n • us rtes, nc, "e. ' ov :"••: Is. - age I -1-6-0 i 5.6 -14 , 10 -6 -0 15 -5.2 21 -0 -0 22.6.0 1 -6 -0 5.6 -14 4 -11 -2 4 -11 -2 5.6 -14 1-6.0 • Scale = 1 :40,3 4x4 = • Z • 4 • ,i-.• Z W CL 5.0072- W. 6 j 2x3 2x3 U 0. a) 3 5 .._._._. -_. - - - -- - . - -- ,.- , _ , Job ` 'truss russ y7:9 Lary Niy B01t0119 TO2A QUEENPUST 1 1 -.. -, - • • • i , - i' , _ • k J - - T , 1 1 . , I • 'T6 t russ Truss 1yp, :Ut Pl • Y Y 8011011g T04 MOD.OUEEEN 20 1 (optional) • Woodinville Lumber, Woodinville, WA 96012 . • - s • ug • #. T I e n • us nes, nc, v e• `ov :' : • • • • - age X 1.6.0 7-1-3 I : 13 -6.9 20-0-0 26.5 -7 32-10-13 40 -0.0 •1.6 • 1.6.0 7 -1 -3 6 -5.7 6 -5.7 6 -5 -7 6 -5 -7 7 -1.3 1 -6.0 • Scale = 1 :79.5 • 5x6 = 5,00 ITT Q N �- W 3x4 3x4 re n 3x6 5 7 5 2x3 , 3x6 U O r 4 N olop, 5 2x3 N 0 2 J I- I V) u_ . 2 10 WO • 16 1 14 13 12• dd UL Q - 3x6 = 3x8 = 3x4 = N • a 3x4 = 3x6 = 1- W Z F- O I 10.3 -14 I 20-0-0 I 29.8 -2 1 40.0.0 I • Z W W 10 -3 -14 9.8 -2 9 -8 -2 10 -3 -14 2 D ) U co LOADING (psf) SPACING 2 -0.0 CSI DEFL in (loc) I /deft PLATES GRIP O TCLL 25.0 Plates Increase 1.15 TC 1.00 Vert(LL) -0.35 14.16 >999 M20 185/144 W TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.61 14 -16 >780 I 0 BCLL 0.0 Rep Stress !nor YES WB 0.62 Horz(TL) 0.15 10 n/a f - BCDL 5.0 Code UBC /ANSI95 1st LC LL Min I /deft = 240 Weight: 146 lb ~ lL O • LUMBER BRACING Ili Z TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed. U W BOT CHORD 2 X 4 HF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0.0 oc bracing. H I WEBS 2 X 3 SPF Stud /Std 'Except` WEBS 1 Brace at midpt 5 -14, 7 -14 0 • 5.14 2 X 4 SPF Stud /Std, 6 -14 2 X 4 SPF Stud /Std Z 7 -14 2 X 4 SPF Stud /Std . REACTIONS (lb /size) 2= 1574/0 -5 -8, 10= 1574/0.5.8 Max Horz2=- 20(load case 3) FORCES (lb) • First Load Case Only ' l . . TOP CHORD 1 -2 =18, 2 -3= -2995, 3-4= -2661, 4 -5= -2661, 5.6= -1872, 6 -7= -1872, 7 -8= -2661, 8 -9= -2661, 9 -10= -2995, 10 -11 =18 BOT WEBS CHORD 3 -16` ?384,5 56= 405, 5 -�14 - 704, 6- 14 7.14= 04, 7-12=405, 9 12 384 V R )4 07 • 4� 0 WAS/, \.� NOTES 1) This truss has been checked for unbalanced loading conditions. , 46 A � y Ca .. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 - t' . ; O psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy I �/ �, . • - category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 , l 2. I, If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The �. ■ • ./••I ' lumber DOL Increase Is 1.33, and the plate grip increase Is 1.33 05 23381 -�ue • .., 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per #P G,, ,, Table No. 16 -B, UBC -94. •.<1 'S' `4 ) : , ' - J. k,� 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. AS SSfONAU V. 'z3 s, 6 ; ? LOAD CASE(S) Standard 41.1 ii EXPIRES 1217/2001 i s' �` • ;; rj� • • WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. �u� 48e• e r • This design i s based only upon the parameters shown, and is for an individual building component to be installed and v r �4 ( 425 ) loaded In the plane of the truss. Applicability of design parameters and proper Incorporation of component Is the ' (425)•489 -87 Fax vv t ^ • ��` ° f 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 't• ;a1,. 1 stability during construction Is the responsibility of the erector. For general guidance regarding fabrication, quality 1►rAL..Clnr7r10 '4 II ( an, a { p�_11 rorinn �nnm Jf r1CTa A nsN Rtan� 2,,1 R.A0 /a PInn n .rIAr�Hnn if dHM „ •' m ayv ' rT? br ✓! t&} v.' Y. NfIK�kA1f; ir .. a ; l9ttiv" A . s II ewnwu- eru > R-, C ., . .��.�..x� - .,. _. ..,:.. , 1 I I 1 .,-- ?. r I 755 • ' I russ I russ I ypit Qty Ply 80110119 T05 FINK 1 1 o• Ilona') Wood!nv Ile Lumber, Woodmvtlle, WA 99Ul2 •. 1 - s . ug • I s e v e n•us ries, no, "e• 'ov :I : • e e s t - age • }1.6.0 4-6-14 I 8.6.0 I 12 -5.2 i 17.0.0 2 0.0 -0 I 40.0 -0 41.6.0 1-6-0 4-6-14 3 -11 -2 3- 11 4-6 -14 3-0-0 20.0 -0 1.6 -0 Scale = 1 :78.6 l 3x6 = 5.00 ITT Z i 11 1213 • 14 1516 17 H W i 9 10 18 19 � � . 3x6 8 20 3x6 6 3x8 7 21 V UO . 5 6 222 O �°° 4 r• !3 Q 25 26 W = 3 ,= 5 27 28 J I- • , i 2 _ . . a II iii iill I lillibib_ 29 3r . �>, . 3x6 c. 50 : • 49 3x4 3x4 11 4Z7 48t5444312 41 40 39 38 37 36 35 34 33 32 31 3x6 = 3x4 = 3x4 = 3x4 it 3x6 = CO d 3x411 IW t-- s ZO I 5.10 -9 ( 11 - I 11-1-7 I 40 -0.0 I Z u 5.10 -9 5 -2 -13 5 -10.9 23 -0 -0 j Q LOADING (psf) SPACING 2 -0 -0 CSI DEFL In (loc) ' I /dell PLATES GRIP 0 N TCLL 25.0 Plates Increase ' 1,15 TC 0,34 Vert(LL) •0.05 49 -50 >999 M20 185/144 O E- TCDL 7.0 Lumber Increase ',:1,15 BC 0.34 Vert(TL) -0.08 49 -50 >999 W BCLL 0.0 Rep Stress Incr • NO WB 1.00 Horz(TL) 0.02 48 n/a W ti BCOL 5.0 Code UBC /ANSI95 (Matrix) 1st LC LL Min 1 /dell = 240 Weight: 240 lb F = - U LUMBER BRACING LL O TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 5 -9 -13 oc purlins. Z BOT CHORD 2 X 4 HF No.2 S' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: U CO WEBS 2 X 3 SPF Stud /Std'Except' 10 -0 -0 oc bracing: 2- 50,49- 50,48 -49. 4-48 2 X 4 HF Stud WEBS 2 Braces at 1/3 pts 4 -48 O H OTHERS 2 X 4 SPF Stud /Std Z REACTIONS (lb /size) 2= 625/0 -5 -8, 44= 10/23 -5 -3, 48= 792/23 -5.8, 45= 169/23 -5-8, 43= 188/23 -5 -8, 31= 273/23 -5 -8, 32= 14/23 -5 -8, 33= 116/23 -5 -8, 34= 96/23 -5.8, 35= 99/23.5.8, 36= 99/23 -5 -8, 37= 99/23 -5.8, 38= 99/23 -5 -8, 3999/23 -5 -8, 40= 100/23 -5 -8, 41= 86/23 -5-8, 42= 77/23 -5.8, 47 =- 36/23 -5 -8, 46= 13/23 -5 -8, 29= 133/23.5 -8 Max Horz2= 18(load case 4) Max Uplift2=- 18(load case 5), 32=- 14(load case 5), 34=- 1(Ioad case 3), 41 =- 5(Ioad case 3), • • • 47=- 388(load case:2), 29=:- 43(load case 6) Max Grav2= 625(load case 1), 44= 27(load case 2), 48= 820(load case 2), 45= 169(load case 1), • 43= 188(load case. 1), 31= 273(load case 1), 32= 14(load case 1), 33= 116(load case 7), R• M 34 =96(load case 7), 35=99 load case 1), 36= 99(load case 1), 37 =99(load case 1), Q , • 38= 99(load case 7), 39 =99 load case 1), 40= 100(load case 1), 41= 96(load case 7), 4\" 4F w4 S /! �� 42= 77(load case 1), 46 =39 load case 2), 29= 207(Ioad case 7) . Q• �, Gy FORCES (lb) - First Load Case Only 1' ,/ �� TOP CHORD 1 -2 =36, 2.3= -915, 3-4= -753, 4.5 =2 :31, 5 -6 =273, 6 -7 =306, 7-8=282, 8.9 =273, 9 -10 =296, 10 -11 =322, 11 -12 =261, 12 -13 =283, 13 -14 =235, 14 -15 =230, 15 -16 =283, 16 -17 =294, 17 -18 =289, 18 -19 =289, 19 -20 =289, 20 -21 =289, 21 -22 =289, 22 -23 =289, 23 -24 =271, 24 -25 =290, 25 -26 =289, 26 -27 =293, . • 27 -28 =269, 28 -29 =323, 29 -30 =35 111 23381 4' ; BOT CHORD 2 -50 =784 49 -50 =471, 48.49 =810, 47-48= -252, 46-47= -252, 45-46= -252, 44- 45 = -252, 43-44= -252, � �4� ' ..,: , . 42 -43 =•252, 41.42= -252, 40- 41= -2152 39 -40= -252, 38.39 =•252, 37 -38= -252, 36- 37 = -252, 35- 36 = -252 'r �C► �� ' , 34- 35 = -252, 33- 34 = -252, 32- 33= -252, 31 -32= -252, 29 -31= -252 51- 53 = -10� S10 'S G ; r:�Y a WEBS Q -52= -980, 52 -53= -985, 32, 51 -54 =- 1105, 54.55= -1145, 55.56= -1153, 48.56= -1163, NA1. F :. _= . • 3- 50 = -226, 49.51= -262, 4 -50 =301, 4-49 =312, 13-45= -170, 15.43= -184, 28.31= -224, 27- 32 = -22, i r ° 26- 33 = -97, 25. 34 = -84, 24.35 =•85, 22- 36 =•85, 21- 37 =-85, 20- 38 = -85, 19.39 =•86, 18- 40 = -87, i 17.41 = -72, 16.42 =•67, 6.52 =•13, 7.53= -148, 8.54 =•106, 9- 55 = -20, 10- 56 = -26, 11-47= -237, 12.46 =9 I EXPIRES 12/7/2001 F Pj i . NO TES1) This truss has been checked for unbaanced loading conditions, 1i'V Continued on page 2 G 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 �V �VMf� (426)- 4E a773 ca loaded In the plane of the truss. Applicability of design parameters and proper Incorporation of component Is the •1i �� ' responsibility of the building designer. The bracing requirements shown are for lateral stability of Individual truss V'+ f� $ 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 '.44:':* ! • aN Qf a rl hrarinn rnn sull f1.CT.tN Ana lifv R}a nrlor�l n R .A RC Rrer n na ln RrMralinn "'p' ,... 1 1 . -- - -- � • Increase Is 1.33 I 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MITek i "Standard Gable End Detail" • 4 All plates are 2x3 M20 unless otherwise indicated. 5 Gable requires continuous bottom chord bearing. 6 Gable studs spaced at 1.4 -0 oc. , i'- "mi 7 This truss has been dealgned for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, a UBC -94. '' I 8) Provide mechanical connection (by others) of truss to bearing capable uplift joint 2, 36 lb uplift at , ` ,� , - r r ° 1 • Joint 12,15 lb uplift at Joint 15 and 15 lb uplift at olnt 21. g p late p able of withstanding 36 lb p lift at 1 �- 9) This truss has been designed with ANSI/TPI 1 -1 criteria. designed ; :, .o LOAD CASE(S) Standard „ , -.iti" ..04.. •.! 1 ",,, ,•• . Y� 11 a ' } ': 4* } . c0 • :44q1:33 ; `'` MO . . .. . a .. .. st <., :.ho.: lK' .J +n ,n.5 }y t {..I..,..I:.k 'l1.MX.lroBMlPi"Na'Aat�vN»srwa • r .w wewnxnwr- eW \W...w...ww...... . -. �'.:....,. • .-. r... .• a I i • ' 'r_ • . 1 ,'$h N u.. .. ..._.... ".. _ti w _rte .... .._,... N3..__ w.,...._ „,.......,........,w,.,..w n..,....,,. _... • .�Y.+.a:...: ... +ex.Nrwn . hc'1'!NikM.+ii4tl'Fi.n, h , - % , - "- ■ '' 1 . 1 v \1 . 4 • pub — truss russ type Wry 'Ply BO110119 T08 ROOF TRUSS 1 1 ' (optional) Wootllnvllle Lumber, Wootllnvllle, WA ytsO /t 4,1 S 1 s Aug 1410 I eK Industries, Inc, VVetl Nov 15 U /:b1:05 AMU Page 1 H— 2 -0 -0 I 2 -0 -0 • . Seale • 1 :7,3 2 Z J U U O I 0 0 W= . - =a I- 11 ?1 . I Oz4 =, ZO UU 2 -0 -0 2 D �— 2 -0.0 { U o N LOADING (psf) SPACING 2 -0.0 CSI DEFL in (loc) 1 /deft PLATES GRIP o TC 25.0 Plates Increase 1.15 TC 0.08 Vert(LL) -0.01 1-3 >999 M20 185/148 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.02 1.3 >999 W W BCLL 0.0 Rep Stress Incr NO WB 0,00 Horz(TL) -0.00 2 n/a I 0 BCDL 5.0 Code UBC /ANSI95 (Matrix) 1 st LC LL Min I /deft = 240 Weight: 5 lb 1— - • LUMBER BRACING — 0 . TOP CHORD 2 X 4 HF No,2 TOP CHORD Sheathed or 2 -0.0 cc puriins. .. Z BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 0 REACTIONS (lb /size) 1 =436/0.5 -8, 2 =61 /Mechanical, 3= 375 /Mechanical P. I Max Horz 1 =17(load case 3) 0 { Max Uplift2 =- 10(load case 3) Z FORCES (lb) - First Load Case Only . TOP CHORD 1 -2 =20 BOT CHORD 1 -3 =0 NOTES 1) 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 oceanllne, 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, j 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 . 2) 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, , } 3)) Refer to girders) for truss to truss connections, • 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 2. . • • 5 This truss has been designed with ANSI(TPI 1 -1995 criteria. LOAD CASE(S) Standard i 1) Regular: Lumber Increase =1.15, Plate Increase=1,15 Uniform Loads (pit) Vert 1 -2 =- 64.0,1.3= •390.0 �.. • . � i i r,,,,,,,..e. ,le .,.„ .' y a • 1 ' • 4M4 ', . Y ' A, , �T t "t t., .. �•.-s :.f ., `tG. :.,„.: „u',t,. ,..,,.. ,. ,. ..+t 4u.t ,. ,.. .;,y,�. t;,i,,;r. wwnr.. w M aw'v�.4.:+.x...c� .wwe«...w.,� , • russ russ ype ruty Piy E10118119 1T09 ROOF TRUSS 1 1 (optional) . tA :7: AT;e11 7 „, )„ i +`a< ..z :; ;.•, .A? .Xai i ,, 4C� :'1Gii : {.i c 3 •Ci: a'§ . I @t „ 33 x tat .! M ;iiai n i 1 K . — ( \ . —..'N . V • • 17 -0 -0 23 -0 -0 Z • I 31 IZ ■ , .- , -Y - C - 1 , , ,\ . . 1 ,■ . ) • .., 6 . . . a A .* .. WgTS'UN 5.5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/06/80 ,.: FILE: C:\\WATTSUN5\\LCH470.WS HOUSE ID: LCH470 :,. HEATING/COOLING/VENTILATING SYSTEMS ' . 4 PROPOSED . FILE GOIY______ ,, Heating System Type: Gas Furnace • Z Make: carrier pay , z Model: pav/ • ui :i re 2 a System Efficiency: 80 % • :, Modified Efficaency: 62 % . 00 i's; • • u) 0 i, 0 in 1J Design ACH: 0.60 L..9 1,. Design Load(at 44F dt): 35611 Btu/hr Duct Losses( % Dsn Load): 8610 Btu/hr(24%) w 0 ,. i Total Load: 44221 Btu/hr System Size(Output) : 66500 Btu/hr (150%) g 5 , ) u. < CO D Average Annual Heat: 133 MBtu Annual Cost: $ 750 1-- w • I 1 1 Ventilation System: • Integrated Spot RECEIVED Z !— Whole House CITY OF TUKWILA W u j & 2 0 1 ; CM Of TIOILA Ap JUN D Ca Cooling System: NONE 0 3 2002 0 u) 0- ' SEER: 0.0 (Ducted) PERMIT CENTER Cooling Load(at 4F dt) : Btu/hr tons(@125% ) JUL 12 2N2 w w System Size(%Over): ik,S NOIED io I-- wi= : • • Annual Cool Requirement: kWh/yr = 0 z YNG SYYM di u) Solar Access: Partially Shaded 0 i F= y 0 • z , , PROPOSED DUCT SYSTEM . ,. •. ..,: Location Avg Rvalue Surface Area . . SUPPLY Vented crawlspace R-80 539.4 ft2 . • RETURN Attic or garage R- 8.0 107.9 ft2 GLAZING ORIENTATION . PROPOSED PROPOSED South : ft2 North : 279.0ft2 Southeast : Northwest East . West . Northeast : Southwest : , .0s4.Wiptt 4 N, ''',• Eff S Glz: 2.1% , li Pt , ,•-t,TI ;ro , , Economic and energy consumption' estimates are designed for comparative `:„. •,,-. purposes only. Actual cost for heating will vary depending on weather , 4 4 air i . conditions, occupant lifestyle andsother factors. * r r.t5J,1 1 , 1)02 50 Ji-434 . . . L...1,......„ . _ . -.." ( , .....- —:- , .= .,..- - s ", • — . ,...., ' .---. . . • A • WATTE"UN 5.5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/06/80 FILE: C:\\WATTSUN5\\LCH470.WS HOUSE ID: LCH470 Site: Analyst: Jurisdiction: Utility: Z I 4 ( • Homeowner: House Type: Single Family ).- z . Floor Area: 2697 ft2 la cli 6 5 I, . ' -_, • -- w,;' ' CITY OF 'JKWILA PLL)/-'4L' I : . . S J r . •, is , • o/ 4 `lam% Permit Center H.11 - .e o I o f o . 6300 Southcenter Boulevard, Suite 100, �' • , , "a Tukwila, WA 98188 ACTIVITY #: Tog Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM Z .. PRESCRIPTIVE APPROACH , ;� Wm 6 1. HEAT SOURCE: 1 7 5 (gas, oil, propane, heat pump, electric) v o CO 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and w = calculate the glazing area as % of the conditioned floor area. N 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark 2 . option at top of column. (See back of this sheet) 0 FILE COPY a W SCHEDULE GLAZING /SKYLIGHTS BY TYPE u d w } NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. Z 7 5 e r r ' t t 7 7 - pP6 fr , / o c7 a o • 6o liz- 3 w w D CI / `c-- - 1 6 . -- ' glo �j v 4< 7 c� Z o ° n 1- / t-- ._.ic -- g(c? .3_ 7 3,.a - 0 9 Lu " LL o _&.— -(-- g'° 2 i ? x 3 -4:2 < 45C7 �, Z ui w . / --� _etr-- c.9l c2 6.Q 14 6. eo , �. ?6 z z Gi( IY -�} 141A ' . • W31Oa 3UL 12 Zing . tiiS p3JiLU TOTAL GLAZING AREA 44 ' (add entire column) Z , F yr. trj- TOTAL GLAZING AREA TOTAL CONDITIONED PROPOSED GLAZING ' t' FLOOR AREA PERCENTAGE y " ? a r. i ,k - s_ S.F. - Z '7 S.F. x 100 = ems✓ °l-0 'S , • , a,1 The proposed glazing percentage must be less than or equal to the glazing percentage listed under :IS ,,, . p p g 9 p g q g g p g R IVED prescriptive option that is selected. CITY OF TUKwiLA , ,. irw ;;. ; , :',;: 1 ,:,,, ,l e JUN 0 3 2002 tai Residential Energy Code Form H15 9/10/0/ Q ` PERMIT CENTER t , ( .-- _ .. --- -- - -- - '- 1.._r . _ :' ■ -. Address: Permit # 000' ` 6 Qualification; : For m - Zone 1;' ° Othe r fu ;;: , • . ... .. VVS EC .....................:..:... • :,,•..... • Residentia Prescr.(ptive. 6), Op for. H eat .3ource::: f Instructions: 1) Carefully review the requirements for each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the ) selected option requirements without exceptions or substitutions. 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not ZZ . apply to your project. Your permit will be processed more efficiently if you provide all of the requested 11- information. • Department staff can help you with general questions about this form. • ,1- Z Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component re 1 Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than J U the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential 0 0 • • ... • Qualification Form, or by using an acceptable computer program such as WATTSUN. • . . " • • . N r3 •.•.OPTION':' OP:TION ::OP.TION: :.:`OPTION.:: OPT :O .''OPTION :: ;OPTION!`. • ,: -I - I H Z - . 1 . . . ' u) u.- � . .:. .: �. ... II .. ':: . ; III I V ...: .. . . . V VI ' :.' :': V I1` .:.: II1 .... V lL CHECK ✓ One I 0 0 0 6 0 0 0 0 W IVA,C E fficiency'H Med Med High Med Low Med Med Med g - J ! lazirig> h ax : • ;:1 • a. } ...:.o flao.r: 10% 12% 21% 21% 21% 25% 30% unlimited = d :;;:::Ve.rt:AMadt r 0.70 0.65 0.75 0,65 0.60 0.45 0.40 .25 F- _ O rh'ea:d Glazing z F-- .0 Factor: : :::: 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.40 . z O : Door�U Factb ••: 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 n o :::: (.or 1 R4actor) . (R -2.5) • (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) U U •O - 0 1-- C.eilings,.::::::'.:.:::::: w - , Wlattios.: :..• .: R - R -30 R -30 R -30 R -30 R -38 R -30 R -30 H U ..:. .. . vaulted::'. :.:.; :::: R -30 R -30 R -30 R -30 R -3 R -30 R -30 R -30 • - 0 . U .... .`aboYe:grad'e;;;:::: R -15 R -15 R -19 R -19 R -19 R -19 • R -19 R -19 U = :...... below: rade :-:.. 0 I- ...........Interior .or;:. : ::> 'R -15 R -15 R -19 R -19 R -19 R -19 R -19 R -19 z : i ;::exterior:. ; ': :i R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 Floor. R -19 R -19 R -19 R -19 R -19 R -25 R -25 R -25 l i.. : S1ab:on:grade : :: `: R -10 R -10 R -10 _ . R -10 R -10 R -10 R -10 R -10 ._ - • Footnotes: 1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 ■ 2. The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. ' 3. Min. HVAC equipment requirements: 'Low' AFUE > 0.74. 'Med' AFUE >_ 0.78. 'High' AFUE ?..088. Heat Pumps: 'low' HSPF >_ 6.35; 'Med' HSPF >_ 6.8; 'High' HSPF >_ 7.7. Water & ground source heat • pumps are 'med' and shall meet a minimum COP per WSEC Table 5 -7. -. 4. Vertical + Overhead Glazing) + conditioned floor area = maximum glazing percentage. Overhead ( 9) 9 9 P- 9. glazing with a U- factor of .40 or less is exempt from glazing percentage calculations. K,` ry r ,; • �, h ._. ' S` 5. Glazing, skylight, and door U- factors may be weighted to meet the U- factor requirements. y <: : >Plan:00.0.: : :: i Q. r•.:': off 041:yse :gnl• : . : . ' :. < ': : ::' ' :.: ; ' : :, .:. ...... : : •. •...... ::•-: •: - >; 41.-•" ,, .. , ::; . ::.:he: tEO : ro c his:: ;; .. ;. ;:> ;;.;: O < >:�s >:: >��<:::�:> :: :;: >:: • ;;:� '�. . :T..::. : ....:. p. :..:..:.. . : .:.: . ..:...::. 1 1ing, de s igct . Y E S :.. j] ,,, , . • . OTES ,. 171'. . it .:: Ap roved B Date ± F' Revised 8!25101 Wasnington Slate Umvertaty Ene P rogram C5i:1= : :CO .co c 56c 601 . ' 7sk+ , iOrt.Jf.7fff k".n e.ce+e+....... ,,.-....,...... .. ..,M:,,•�. .,,, , ,,,,,,,,,,•..,.: wre.,.«.rw..vw,sru.c+arm.,wxas n. saw. a, rnm +wrd!:r,•..arntaXr.•rrsk.'n... •M rlis,,rKttn4.w lwa� .. COOS : DM . M/rrlM al / I ' - a / - • -- k. , :./ - ..f • �J� " : : wqs CITY OTUKW/LA �4 ' 470 o % '' y� �; , Permit Center II _6 ( -��� ; ) 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 ' `'• , bi Telephone: (206) 431 -3670 1908 - . Prescriptive Heating System Sizing for Single Family Homes - New Construction , z li Washington State Energy Code Chapter 9, Climate Zone 1 cc Lli JU PERMIT APPLICATION #: • o o � 1- Project Name: w O Pose 2 i Address: u_ Residential Building Permit Number: Z Uji . F- O Z I- 1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used): 2 D 0 0 I. 71 II ❑III. :iv. CI v. 7] vi. ❑vll. ❑ VIII. o P- 2. House Square Footage (HSqFt) z &I., 7 . i III w - r E U. o 3. Heating System installed, (check system type below): z ui 52 U — . 171 a. Electric Resistance /21 BTU /h per sq. ft. o I- z ❑ b. Electric (forced air) /24 BTU /h per sq. ft. IS c. Other Fuels (gas, heat pump) /27 BTU /h per sq. ft. t 4. Equipment: a. Make C' & - , b. Model 72,461 — 97c7 —/z c. Size in BTU's 6 4L- 0 5. Calculation /(HSqFt) Z '4 7 (see line 2 above) BTU /h X 2 (see line 3 a, b, or c above) t . i 72- 9 BTU Equipment Maximum Size A ~ il 44.& i Applicant's Signature: / Date: 3, WA ' i 'r':cS 7/9/96 y LPN x Rr. „..,...,,..,.�... Warr tp,„ i ;M1 1 »....... .... ........ .....::............•..:.,...... .. . - -. ... - —.— � — I I 11� fRRO Mlala�...ra..rw... a.....rarrM'.vw.wava... ..a.r•r... a....m.....e..,e.,...... f - ' ., . 7."*.) , .,►. r PERMIT NO. DATE: PROJECT NAME: / ' t- ,e-- '7o , z WASHINGTON STATE VENTILATION AND ;� til INDOOR AIR QUALITY CODE. Oa N 0 W Mechanical venti criteria using prescriptive I methods for Group R Occupancies four stories and W o . less. (Group R. Occupancies: Ho apartment houses 2 congregate residences, dwellings and lodging houses.) N a I - III Each dwelling unit or guest room shall be equipped with source specific and z 1— whole house ventilation systems. w o . ? o Source specific exhaust fans are required in the following locations: o °— bathrooms, laundries and kitchens. W w I - = Minimum fan flow rating = 50 cfm © 0.25 inches wa gauge for bathrooms LL and laundries, and 100 cfm © 0.25 inches water gauge for kitchen exhaust fans. w z V N . • X Locate exhaust fans on plan(s) and note fan flow performance i=: �° rating for each fan. Z • Exhaust ducts shall be equipped with back -draft dampers. Note this requirement on plans. . All exhaust ducts located in unconditioned spaces shall . ( be insulated to a minimum of R -4. Note this requirement on plans. . . • , - -' r �. r • •', ' c ......-A . i . 'SIMPSON' HOLDOUJN STRAP PER PLAN OR z MSTC40 MIN. z z ,�f li 2x STUD. USE (2) STUDS ° u w AT HOLDOUJNS. . _I I_ EXTERIOR SHEATHING N o PER PLAN 1 2 2x PT SILL w/ ANCHOR ga J. I BOLT PER PLAN OR N 1 SCHEDULE. USE 5� s n = U' w . AT 60" O.C. MIN. z F i' Z p 1 w w . "4 BAR e 16" O .C. - VERITCAL D o • I : � o— . r 1 0 11- - . ; W m W 'SIMPSON' HOLDOUJN I I' I-- — �~ , PER PLAN ',: " o 6 -0 MAX a; z P S, „ _ _, _____ _ , F , _ _ _ ___ $" 4 a /� °� `' 6 a " \ \ \ \ \ \\ \ \ \ ` 4 BAIL ���D � 2�' _ — — g ll _ JUL 12 2002 21 -10" AS &M ED COPYRIGHT 2001, SEGA ENGINEERS . „ '� l''' , 4 ► AI CRIPPLE WALL FRAMING AT FOUNDATION i 1 4 LONCx CLASSIC HO MES SCLE NONE 4 • r < � FOSTER HEIH LO TS I - 1 r / a .s ' • SEGA Engineers , a ' ' C �E 2 8808 G1$ThltV ,O t t j ci Structural Se Civil Consulting Engineers �, sfoNALSt' ; ' D 22928 312th ST SE • • Black Diamond, Washington 98010 �it7. `i r, v,;+ :? a , s ` (380) 888 -1017 • FAX 888 -1018 ILIVM. tb5e .. — _ ”.,,.-- ,•%.+w r•nl*gclovem- HtlstosN+>r •ot 'prym C7Mem*w.tx :.,•...».,,,,_.,..___. ..w.a.cxc ^ *wz.r «»..r!•kwr+. >,...wr.,>sv, ...R,. • „..,r.• ++swx�rt±SK+H,p____+___ •1 I ” , i i ui .• CJ4 r C ' • • 5 ec) 5 rr i t::::, I O i r 11., its.) 4 1 c:4 = ui , 1 cm O 1 _ . ___ _ , , _ _ . kg �_ ,� d t, <} : : r N OTICE: IF THE DOCUMENT 1N THIS FRAME IS LESS CLEAR THAN ?r fi "�'' THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • \ • • • � I t ILA ., ' City o Tukwila of Steven M. Mullet, Mayor to •. I d q��r / ' ; Department of Community Development Steve Lancaster, Director 1908 _ --. . Z August 13, 2003 Z Charles Prib W g _1 U 14205 SE 255th Place U 0 Kent, WA 98032 . N RE: Permit Application No. D02 -150 F 4820 S 146th Street w 0. 2 r I Dear Permit Holder: QQ LL Q . In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the _ (J Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if Z the building or work authorized by such permit is suspended or abandoned at any time after the work is H- o commenced for a period of 180 days. W 2 � Based on the above, you are hereby advised to: U p • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final , '— inspection. W W . i This inspection is intended to determine if substantial work has been accomplished since issuance of the permit j 0. or last inspection; or if the project should be considered abandoned. — I 1J If such determination is made, the Building Code does allow the Building Official to approve a one -time 0 _ . extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why O circumstances beyond the applicants control have prevented action from being taken. Z In the event you do not call for the above inspection or request and receive an extension prior to September 16, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. i Stefania pencer ' Permit Technician . 0 Xc: Permit File No. D02 -150 Bob Benedicto, Building Official 5 x' , 3ia;' 4 iKtrp { x''911; 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 vt: ricary ,:,t:t,,:;.:� +d,t:. ?ti. -.:.; cn; > �:ah 0.O.0J '0'.usr .. ».......•.._.,- ,+...Tx.w,+n.+R ,w.msn+..w.0 r.e.wroew..nr.a aw..c..n.,. » ..ww•.. u. .e..w t'"w"! ... i err w �. • MICA, O � ,M 2 ' City o Tukwil.a ' ; of Stev en M. Mullet, Mayor tr e�s�•. _ Department of Community Development Steve Lancaster, Director . :k z January 23, 2003 H ` W I Charles Prib 2 14205 SE 255 PI _1 v Kent, WA 98042 W Lux WO } RE: CORRECTION LETTER #1 to Revision #1 2 Development Permit Application Number D02 -150 u. Q Foster Heights Lot 2 d 4820S146St _ z F I0 — Dear Mr. Prib: tu U This letter is to inform you of corrections that must be addressed before your development permit can be • , p N approved. All correction requests from each department must be addressed at the same time and i reflected on your drawings. 1 have enclosed comments from the Public Works Department. At this time, I v . j the Building Division, Planning Division and Fire Department have no comments. 11 j z Please address the attached comments in an itemized format with applicable revised plans, , v w specifications, and/or other documentation. The City requires that four (4) complete sets of revised • 0 H plans, specifications and/or other documentation be resubmitted with the appropriate revision z block. . In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3684. ' 1 • Sincerely, • liaddlitiber0 ogl aro Kathryn A. Stetson n 1. ` Permit Coordinator encl { xc: File No. D02- 150:`' 1 � t Lf { 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 12 r' .. -t... .. .. ..r . ,.. „ > <N . r. Y,.., .. , •.xu u. .. ,.>.d �: ,n .: x. , ..m .. ;S's[i.a'EC .. { {s GbliYi•ia .c.., c ..., . , ....o.f.ic� i MwYU`! 4RMIAhh1N7t84YLEaM. d' M' i• MY #PW4?•F3G�.M.'�RI�lAY�'+,::ff�.' ' cMG�i� .• 1 —I Y � , fr ;r4 t: t . I tn'' x, 4�"4 .. . _ . :.. .... _ _ ...w .,, W.. .,......w . w......,. .. .-.. _ .. , .b.,,...,. wi.ww91t4m•'6 ua4.+lr«:ia£ctTtw w.e7 A+.x1.i:MY .. ..e.A. , - .-- ■fir i I gent by: Earth Consultants ,-..., 425 746 0860; 01/11/0^ 3:43PM;Jetfaa #611;Page 2/17 } , t i i Earth Consultants Inc. \\ \, t . til+tu41r lit id )'IIgitit4 1 ( i lkigiW.. i K 1 Awirmi I Ill Ili li Silel likiN z January 11, 2002 E -9920 ,i- z W IU City of Tukwila FILE COPY w i Department of Community D evelopment �_ ....._____ 6300 South Center Boulevard, Suite 100 N Tukwila, Washington 98188 W o I Attention: Ms. Joanna Spencer, Development Engineer Li. a El E =d Subject: Geotechnical Review — Lot 2 ,� •, A Z P ropose d Foster Heights Subdivision Residences`" n E- 0 South 146'" Street and 5? Avenue South - z U.1 Lu _ King County, Washington JUN (*) = i-;,•, r t.,! V o : Reference: Geospectrum Consultants, Inc. Pi.tl���l ; y s W w Geotechnical Evaluation H 0 Foster Heights Plat Development u_ i= i j Tukwila, Washington RECEIVED z CITY OF TUKWILA W Drawing FH -2 JUN 0 3 2002 0 i Site, Utility, and Drainage Plan z Foster Heights, Lot 2 PERMIT CENTER Dear Ms. Spencer: In accordance with your request, Earth Consultants, Inc. (ECI) has reviewed the 0 referenced geotechnical engineering study and drainage plan for Lot 2. At the request of Long Classic Homes, ECI has assumed the role of geotechnical engineer of record for the project. Based on our review, ECI is in agreement with the . • geotechnical and drainage recommendations for Lot 2. -- i 1 1805. 136th Place N.E., Suite 201, Bellevue, Wasninglon 98005 Bellevue (425) 643 -3780 FAX (425) 746.0860 Toll Free (888) 739.6670 :.' ' .' I e l> 0 2 SO Mc47, c - t I • 1 s ;ent by: Earth Consultants 425 746 0860; 01/11/02 .,3:43PM;]etFax #611;Page 3/17 i t ` City of Tukwila E -9920 ' January 11, 2002 Page 2 We trust this information meets the geotechnical plan review requirements for Lot 1 2. If additional information is required, please call. , i- z 6 Respectfully submitted, i; o I o EARTH CONSULTANTS, INC. w = a 0 N � . Or r J I /42_ w 111, d ik F- Ili 4 , ; \?:,; -, s.rp. * Raymond A. Coglas, P.E.---- R ---- 2 D F x*1ES 2� � 1 Project Manager o co of HAC /Jmo W W F=- V • cc: Long Classic Homes LL. o -o Attention: Mr. Doug Pulley Li.i z v- i,. O1- z 1 1 i { , y' 1 i , i.,„ t? ryh„-'ry t j, Earth Contwltanto, Ina. �;,,. I r :, r # r i [ • . — , .– ■ . _ • .. ... -....., ,,.r..v.....u.•.......- rrYr:..N e....ZnAk4'�NF.NW.'IYV�MN+. , • — . - �.- _.: SEGA Engineers , , Project ; ''`"�H 470 , /Structural & Civil Consulting Engineers Job No. 00 -080 By: GAT 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 98010 Checked Date: 11/28/00 Sht 1 of LOADS • z ROOF . z DL Roofing (Comp) 3.5 psf ce L 1/2' OSB 1.8 v 2x @24" 3.5 to0 N Insulation 1.1 to w 5 /g" GWB 2.8 w ' 1-- ■ Misc. 1.5 N w 0 i 14.2 psf 2 QQ LL Snow 25 psf 115% Load Duration) LL co Reduction, Rs -0.33 psf w 5/12 pitch = 23 deg z = f-. Total Roof Load 38.9 psf z � , D 0 FLOOR 0 DL Flooring 0.5 psf : cn off .. 3 /4" Plywood 2.3 = w 11 TJI @ 16" oc 2.8 H v 5 / 8 " GWB w~ Z 2.8 Misc. 1.5 U , 9.9psf OO~ z LL Residential 40 psf Total Floor Load 49.9 psf DECKS DL 2 x Decking 4.3 psf 2x10 @16 "oc 2.8 . • ; : Misc 1.5 I 8.6 • LL Residential 40 psf Total Deck Load 48.6 psf , .. V4t:Eigliv,,14 1 WALLS ,�_`' DL Siding 3.0 ' /2' Plywood 1.5 psf N �Y " 1.7 ,7 1 2x6 @16 oc V ;i.4 Insul 0.6 .4.0s • 1 /2' GWB 2.2 4 .'e4u- =1MS 9.0 psf Copyright 2000, SEGA Engineers S pyn8 g �,,: ......,,........,• ^-: �. '�':7".wr..re.•...•...•- •...... .. .., ...«,..... ,o-- .,.,.. ,, —w... ,. r..,..........,......,,........,... m,.,...,..»,.....,....,.»....,,,.,. r.,.+.. e.... uvw.+.a,..ar+vamaacoav!t'»YF�4 . , –...-- ( . . ■ ..■ . --. • ' * ' "lrArfr o0"...% 1.°4''''' . SEGA Engineers / ' PROJECT L c.-14 4 el 7 0 / Structural & Civil Consulting Engineers , i JOB N O. em-cOD FIGURED BY 6 1 22928 SE 312th ST • Black Diamond, Washington 98010 ), (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE /4 ,C SHEETZ OF 1 , 1 • • • • • • Z I • Fgei / 14 6 - tlp6,7r_. Tz-ocx , 1 i-: 1 .-. z ill w 2 6 D _1 , 6 )1Z 0 -- o I 4' 6/1Z4 6E 0 C . . . . . CO ILI ...1 1— ,...e-i7 tA., :-% ( L )( 60 p_Sp -i- i CA-/ ..---- 4 co Lu 0 g n n-69,cv 6 - 7 , 0 - - ) z_ C. z43 u_ a _w D e i I (0 4,8A- 4/Z 1— 0 ILI uj I 4 ifr in.) Ok , 2 n I . - • - - - 4,7 - ) - D 0 0 en 0 == i 0 I— , 1 fr ?ZIA') "e, FeArti,e4 .T i 0 1-- : 1 - . 1 ,4i-r. A u.... _ 0 aj z .„ co t-,- . 0 "7— 0 1 Z M n: ( ta • r-r 3 A _,,, rt. Cv..47. . . O 1 V/ . Go A1 ( 1 41)2- .... _ /_, 8 . '4 -- "' i A.3 1 ) 1 'r-- 6 45 (0,(.0 i '`A i f. t . ) = 7„ ,,,..,,n ,k,„,„,7- o k- 4a . . . • • — . . ! - — , , .,.........__- :``.', '0:V.04 .. . . ,,_mx.t„ I i.. pi ,. r--r,-.0 , r414t-Y-.11.14 o t . .. .. .. .._ __ . . • iPq.ZA 1 • . , Copyright 2000, SEGA Engineers , - - - .-. , - ., .yr SEGA Engineers / , Project Lr'"``470 .. /Structural & Civil Consulting Engineers ' Job No. 00 -080 By: GAT 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 9010 Checked Date: 11/28/00 Sht. 3 LATERAL LOADS , SEISMIC Sect. 1630 Maximum Base Shear, V = 2.5 C I W Eq. 30 -5 _ R rw where, Ca = 0.36 Zone 3, So, Table 16 -Q UQ 1 = 1 Table 16 -K co 0 R = 5.5 Table 16 -N w Z ' W = Seismic Weight co u 1 For W: w 0 Wroor (40ft) (44ft) (16psf)+ (2) (40ft+ 44ft) (4.Oft) (9psf) = 34 kips 1 5. ........., .."., . _ - Zw_, — /^ra. t, ■�/- �.i . 1 -r- Z .,f- W . r4 2 , qq D J U, • . 0 0 N D WI . J H CO W ' WO 2 SHEAR WALL SCHEDULE a I a ,- Mark Minimum Sheathing Sole Plate Anchor Remarks z E" ' Sheathing (1) Nailing (1) Nailing Bolts (3) z i - uj Min. 3 / 8 " T1 -11 6d @ 6" o.c. 16d @ 8 "o.c. 5 /8 " @ 60" o.c. Qall =195 plf v 0 or OSB - N O — Ill u j 1 /2" OSB 8d @ 3" o.c. N/A 5 /g" @ 19.2" o.c. Qan = 450 Of M- 1-H / or CDX Use minimum 3x studs — 0 ' Z • at abutting panel edges W co 0 and stagger nails. O I z Notes: 1) All walls designated " P: 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. Washers to be t y • minimum 2" x 2" x 3 /1e. 4) See NER -272 for alterante nailing / staples. z • : ,'�L�s,,i�� 1a y ar S t, p S „,,,w,. M .� «� t�' • 7 V f � ' 3tN!"r ' r `i ......................■-...-......-,-...... i , - .- , 'l!r �., • 1 y • • . `. . . . •�\ 1 : . • 1 �/Er SPEC/ I�.0 Il VONSUL1AN1 S, INC. L , r 1 r 6 ;1.��''t:'i:;,,V1: •i• r. T.T -� , te y r . .l. .s.,r,'.r•y P.r.∎W.,r :J:'.*:%.1:: • I • �•�. V .w �• ~ + -�L•� `.V,'�,�jJ+FI� � c�%^- " r ~'~•h'� "y♦L�:. •.~ v{ _ 1•f • d�.rr...,111f w rrK� -y ..ti:' -.►F. ;v :•y'.: r ., f j ceofecl Eng ir - i r i r igr and E 0rt/h Scie i i z . iZ FILE COPS r sta C approvals are 0 February 10, 1998 I understand nd that the Plan Check app o wbje� `: .) error? sand omi:..lon and approval l f ! , - ; , r;t ,' ;'1' n -•)f any 0 w Mr. Richard Schroeder < .. ..... _ ... 1 W o Happy Valley Land Company s 2 P.O. Box 1324 ga J Issaquah, WA 98027 - ^ co d ■ • ~ I . Z F . Subject: GEOTECHNICAL EVALUATION ' Proposed 16 -Lot Foster Heights Plat Development z ILI o • South 146th Street & 51st Avenue South 2 D- ! Tuk Washington D o co Project No. 98- 103 -01 o 1 Dear Dick, i 0 I �— I_ L I j This report presents the results of our geotechnical investigation performed on the . z site of the proposed Foster Heights residential development. The purpose of the o cn 1 investigation was to provide geotechnical engineering evaluations of the site E_ y conditions and geotechnical recommendations for site grading including optimum z I • I timing of site grading and general recommendations for site development. • A preliminary plat map prepared by Baima & Holmberg, Inc. dated 9/12/97 was , provider' to us and used as a reference for our site explorations and our evaluations •. - ; I and recommendations. . t • 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- 1 de -sac streets (Road A and Road B) which will join South 146th Street at the • 1 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. r.. ! Development of the single family residence lots is expected to be one or two story , ''' 17 wood frame homes. Foundation load information is not available at this time but for Wt: 3i4 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 ill.,,,,,_ .� above values by more than 25 /o o , this office should be notified. — k,k:y' ! 40: . 1) 02 EP 150 ■ A i I Li— . n -- � . /'� ' 1 " -4228 , t' ���y:�� P.O.Box 270, Issaquah, WA 98027-0276 Phone. (206) 391 -4228 Fax. (206) 391 u -.., w..— -.. -, .. ._... u , ,......,+.r.. , , n:•....ra•r'r <.r .'lh \.Fir'f N'CinQ!'h :' .> f !fa.sntC!•9 «vi#1+Y. �kYfYi ' • . . . .. ... ._ , - lr �, • o... . � . . ' Happy Valley Land Co. • February 10, 1998 . . • SCOPE OF WORK - 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. = z o Performed a reconnaissance of the site to observed surface conditions. cc LI o Observed the excavation of 5 test L pits to depths ranging from 4 to 6 o o feet below the ground and excavated one hand -auger test pit on Lot N co W 16. Approximate locations of the test pits are shown on Figure 2. al i U) u_ o Continuously logged the subsurface conditions, as encountered in the w • test pits at the time of excavation. Logs of the test pits are presented 2 on the summary sheets of Appendix A. LL a i o Performed geotechnical engineering evaluations of the site and _ developed geotechnical recommendations f site grading and general z F. site development. o zE- o Prepared this geotechnical report summarizing our findings and ? o recommendations. o - 01- OBSERVED SITE CONDITIONS I 0 I i 0 At the time of our field investigation the property was undeveloped except for the "1:o existing residence and out - buildings on lots 5, 15 and 16 as shown on Figure 2. a, co Vegetation on the site consisted primarily of blackberries with grass and scattered o I f ruit 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 sites 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 i 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 .<1.-'7,t4'. -` P ry <3 ceT w generally ound to be natural glacial till soils with localized areas of fill soils. f We noted apparent shallow fill deposits in the graded area of Lots 5, 15 and 16. , #r � + t < , Sys . 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 ; F: , • weathered natural soils were typically brown to gray brown or gray and red -brown 'T` ' Y Y p :r'`'c'4 sandy silt or silty fine sand with gravel. The weathered soils were general) soft or :r1;- .� ;k; . :: loose to depths of about 2 to 3 feet below the natural surface based on the test pits e {75: , ����;t' :r t =;gi . ` e 2t Project No. 98- 103 -01 Pag ` +4s.n . , po , +U l .. .. '1nA: ;? 47 .. rif °Ya^?l "+",'4t: ?aP,Mw ✓moo pyPr,rv. t ^V1nN'.+RMfKUr:.1nr..r. q. nn, _.., .....r..c. .w.xvrW .. wvd , •,. •, •.• ...... . •. .• . `w++...Kertvx Fvxvcyntw :wwunxcs in the vicinity of lots 5, 15 and 16. ..G 'ih(bt PP weathered site soils and fill are not considered suitable for direct support • The upper ort= ` 4 :. . � � of pavements or foundations, however, in our opinion the site can be developed as -. planned provided that our recommendations are followed. .�� 4 . 40,41 r f � '? • Project No 98- 103 -01 Page 3 vi Si:T . .n'• g,.,.1 c ..(' ion.. a:1c +K. .xuri.:.. ....W....,M....,.. ru .. ie.„1 xs v «.,. .,.. « _ ... . .. • . . .f n. .iC W'NN4 SCFKdyYIMWSY 6aeF N rM0 :nr - • ,Th 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. . . . z There is always risk involved with construction on - or near a slope and the lot w owners must be willing to accept the risk of future instability which may result in D damage to their property or neighboring property. In general slope failures are -.I o most likely to be shallow failures occurring during the winter and spring months due co o ■ to increased soil moisture conditions and during earthquake shaking due to w w additional dynamic loads on the slope. In our opinion the risk of damage due to -J F. instability on Lots 1-4 and 6 -14 is low. The risk of instability damage on Lots 5, 15 co o and 16 is considered moderate to high due to the wet conditions, the steeper slopes uj / 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 u_ j by incorporating proper engineering design and providing and maintaining control of N a • surface runoff and subsurface drainage. w . z 1--.o Site Grading Considerations w w Currently no street grading plan or street profiles exist, however we expect that 0 cut/fill depths should be on the order of about 10 feet or less. We expect that the o . - grades for Roads A and B will primarily be within the upper weathered soils which w w will not be suitable for direct subgrade support. The soft/loose weathered soils i 0 should be excavated from the street subgrade areas to expose stiff /hard soils and U. o structural fill placed to the final street subgrade. w z U Based on our experience the onsite soils will be quite moisture sensitive with regard o i to grading and compaction characteristics and the measured moisture contents z 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 i . 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 ,R..M .l . support. penetrate ort. Foundations should through the upper unsuitable soils to bear • ., x'. �., PP ' � en, ` ry P g in very stiff /hard natural soils. In our opinion conventional spread footings founded on the ve stiff /hard natural soils should rovide ood su oft for the residence , ' . - support structures. Where grading is performed to level specific lots for development, all fill should be placed and compacted as structural fill. ' YWT „a i. Project No. 98- 103 -01 Page 4 G _— ..w..w..aw.oc.nswa..nw..w,XUOtw ._a.:.... ,, ....,..s rnswvwen wnw :nM2WtayrMnxM!4NlOetRtLft7+d yfiY .UaFSVdI:;L'Aksi."�67.5�+rka^U. , ' , . ti • ....., • •' Happy Valley Land C. 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. . z . . _~ • • Sit e Grading 1 D Site grading is expected to consist primarily of excavation and fill placement to d o prepare the access roads subgrade; create building pads and backfill utility co trenches and possibly retaining walls. Stripping depth required in areas with no w z existing fill is expected to be about 2 to. 3 feet. Excavation of the on -site glacial till -J 1.— ' • materials is expected to be difficult at depths greater than about 5 or 6 feet. Onsite w o soils are not generally considered suitable for use in compacted fills because in our 2 experience these soils are quite moisture sensitive with regard to trafficability and g 5 compaction characteristics and are currently too wet for adequate compaction. if U- Q N D grading is scheduled for the late summer months moisture conditions of the onsite D . a soils may be more suitable for compaction. Site grading will likely require the use I- _ of imported granular fill soils for proper compaction and drainage. z 1.- z° , Onsite soils are not considered suitable for backfill against retaining walls because LU Ill they will not be adequately free - draining. Retaining wall backfill will require clean D o sand /gravel soils. o N 0 1-- Recommendations for site preparation, temporary excavations, structural fill, i w permanent slopes and street subgrade preparation are presented below. f- 6 Site Preparation: Existing vegetation, debris, and soft or loose soils and existing fill w z should be stripped from the areas that are to be graded. During rough grading, o excess soils may be stockpiled for later use. Soils containing more than 1% by o h weight of organics may be used in planter areas, but should not be used for fill Z 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,- - .. . t the soils engineer should observe the prepared areas prior to placement of any new ' 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 Ssbgrade Preparation • The street pavement section (base course and A.C. paving) should be supported on wi a subgrade compacted to at least 95 percent of the ASTM D1557 maximum dry , ' density. Subgrade preparation should include stripping of existing vegetation, ; ;4 p .5 . , topsoils and soft/loose weathered soils in accordance with the "Site Preparation" • LLAT recommendations. 7, Where unsuitable soils exist at subgrade level, subgrade preparation should include ME : • 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 inf , accordance with the recommendations for structural fill except that the top 6 inches PA ! !. Project No. 98- 103 -01 Page 6 `+ \ .,� Ilta . . y •. •... ... .. .••... .. .. ...v ........ ..... W..wn,.m. U....ar. a..,. «. «.a... tams- u.. rrn4r: \vtitR 'Wip}4V+A`iA'F.47G.YK+4lf+n•. , I Happy Valley Land Co. February 10, 1998 of the subgrade fill should be compacted to at least 95 percent of the ASTM 01557- , • . • - 91 maximum dry density. } flesidential Spread Footing Foundations z Conventional spread footings founded on undisturbed very stiff/hard natural soils • z z • s hould provide good support for residential structures within the proposed plat. AN . • - w footings should be founded at least 18 inches below the lowest adjacent final grade 6 2 and should be deepened as required to penetrate existing soft/loose natural soils -J v and fill to bear on very stiff /hard natural soils. In addition, square footings and ° o co 0 continuous footings running parallel to the slope should be deepened as required to CO w provide a set back at least 12 feet horizontally from the face of the slope. Footings Lll i should also be setback beyond a 1 :1 (h:v) projection from adjacent lower footings. s o All footings should be stepped as necessary to maintain a horizontal bearing w ` surface. 2 u.¢ Suitable•very stiff /hard bearing soils are expected to be at depths of about 2 to 3 co d feet below the natural surface. The depth to bearing soils may be increased due to i w existing fill overlying the natural surface. z 1 ■ As an alternative to deep spread footings to p penetrate I- enetrate soft/loose soils or fill and /or w u satisfy slope setback requirements, foundation loads may be transferred from the 2 D recommended minimum foundation depths to the recommended bearing soils by a D N monolith of lean concrete having a minimum compressive strength of 1000 psi. The o 2 width of an unreinforced lean concrete monolith should be at least as wide as the w • footing or at least one -half of the monolith height, whichever is greater. Reinforced = 0 monoliths should be designed by a structural engineer. A suitable width trench u~- o should be excavated with a smooth edged excavator (no teeth) to expose the — z dense /very dense bearing soils under observation by our office and backfilled as di soon as possible with the lean concrete to the footing elevation. o 1 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 . NN "' • Happy Valley Land Cc,. February 10, 1998 • ;/-- ' ■ I • ,)._.. .. • t • I t/'r� �\ O t 1,^ '; !• '� �' d(� Q vt :iii::: %• i��••. \ . • �- l '• x - ; s a �. \ ( 7 � •'.rr��j,'j ii ��. ` � �� t„,---•,.:4, '`.l. .,. .. _ i C'� j I �' -7 ` . ' �-.�� L \ ' '\ " , d• Q 'x'' T ti t.: 1 • 7 �1`n ° - • i . } rr } i 4 r, •.�1 ` B, A.'1 , -1'• 7 ••t: N ' N , t `a u% .'•'� • '- •o + _ 7 I L � , , _il:• "1.` � �'. •Oe• 1 /� '!1' �'' . j �::. �•. `.•, ....\\.-,.<:-. �T • tr. : l ; \.. �•' t ; � e}� �'� � , . 't 11 • s. d � _ •A„ :::...4.-.4.':-....:.S \ � 4 l ' -' vi " r .' ; •:.:<;,4' , ;N : 1 `- .:3+5 ; �:,- • - Z F— r "' ' I ti t , ' ' 1 ' . � ; r • I1? ` b r T � T� • ' .'� I 1 '' c . 1: .4.J.. t _ I .. ., .r Y .!'• \ \ ' • ; Y i ... Tt - o --- ` `.. `; ..f .- . . • '1' • 1 ; { •• i if I . - 1 '. • , • .. , i i.: - : e , , 'i Q S C J ; :. 1.'t,....'`.,:'... I. r._:,. ti h c T — -- --- = W • �, 1 79 ; ./: II 1 / SC Ti I ' = - gve rtanieih .s, :':.t :i•, •i• I 1 • {• _ N, ' t✓*� �J : 2 . ..-_ �, ' �'' JJ q t y ' _ _ I ' AS^._. - \l F' 1 . ,t I�, v' Y• � l N ' - ,' SG �\ •.'�'.� , . r` ' ` - ; T� • \ Q O ;,^ \ ..- ••,.r!s, ., w Z • •I — ,� •_-'' �..-d _ •� . • ... 1 P '.1/.• • . . ,1 =tea Q `• � \' - .. i` -= , V fI) • ••. ,f 1•• lam • •, `• /' .I ' ` • • '. 4 ` , ~�J•v , O • i 1 r ., mi - i'•' ' ', 1.1 ` � ' : r / I ' • w.IAInCICn; � ,,,q / 4. ✓' •. '. t I i '\ l l ,. j �; . • Hemar ` .Ir % I IB}+ ''1 i � 'f • I I I ' r �. `J ; 1 , / Z • �' = i , :► . . t�!,. J'I'' / ; l , /, 1 . v j 1 � /..—, , 11. i LEI !TACOMA • f _I 'i E li; ! " •. — ••••'r , I •e A • - 1) � •; " - � � , i / y• ��S �- _ . ref : Preliminary Geologic Map of Seattle ` .�� and Vicinty, Washington, by Waldron, ' y t ' r.: ; ' Liesch, Mullineaux and Crandell, USGS ', • Map 1-354, 196?, scale: 1 "= 2640 i"; 4 �; >~ � ; k .yl' '.l: SITE VICINITY GEOLOGIC MAP ' P roposed Foster Heights Develotrcne> t ' s : ' '- uth • South 146th Street & 51 sl_ A en a GEOSPECTRUM CONSULTANTS, INC. v u So �► ' _:<. w .:�' cr, ;,,,,.,.,,.,is Washington on :\ Tukwila, Was i �� . Tuk __ x . v z. G otochn/ a EnD r /nD Qnd Eorrn sc /onco• Proj. No93- i 03 Date 2/98 Figure 1 . :4 =fi, i';; � . • . . - - , PIT1 ti , ..) ui • et • • E . L ' CZ i Pi c:) w 1 1 4 O limi aro 0 I I Et . : j.4 Kf r F a NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN :L <. =, " k ' THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • 1 , I - "•.•••./ c. •1 y:• • • • APPENDIX A I _ FIELD EXPLORATION Our field exploration included a site reconnaissance and subsurface exploration program. During the site reconnaissance, the surface site Z conditions were noted, and the locations of the test pits were approximately determined. a w • The test pits were app Y 0 roximate( located using existing features as a guide. lx 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 V O co measurements. co = o Test pits were advanced using a Yatarti 140 -B trackhoe excavator. Soils � w were continuously logged and classified in the field by visual examination, in • uj o I I accordance with the ASTM Soil Classification system. 2 a I Logs of the test pits are presented � d . d on the test pit summary sheets A -1 through A -3. The test pit summaries include descriptions of the soils and i W pertinent field data. Soil consistency and moisture conditions indicated on ? � . the logs are interpretations based on the conditions observed in the field. I-- o Boundaries between soil strata indicated on the logs are approximate and DJ t actual transitions between strata may be gradual. o • off' W w u-O I LLI N H _ O i- Z • :i,,,,,f:„;;)zi.::- -. . . : k : r s 1 firi • I!0 L . 3'E-t-i ii i ' L L'‘ 14 -.--41 ; i , , - - -- - . '- - - . TEST PIT NO. 1 . L-089&d By . JAD • ' 1 1/23/98 . . a , Date Elev. 4 - �_ • ] t.plows USCS Soil Description ( %) 0 ' - - .- . , , , P TEST PIT NO. 6 Lamed By JAD Date 1 /23/98 . Elegy, 42 8' __._ Depth w (ft.Plows USCS Soli Description (%) 0 • I — l Topsoil /Organics soft most dark z w /abundant roots to 1 " to brown �'� z F- 1 — a _ z 1- w ML Sandy Silt, very fine wet — ra 37.3 l '� g - - ; la v , , . , -' , -- ..... ...■....... , - ..,,. . . 2 it 8 3 0 6 �K a a �• R • 4A0 17,61 K C UN Y, UA 3 CITY OF TUICWILA DOCUMENT RECORDING COVER SHEET 5 Return Address ! ' { ) CITY OF TUKWILA I ) Office of the City Clerk 6200 Southcenter Blvd Tukwtla, WA 98188 Z D (206) 433 -1800 < { o ? w Z 2 ft Document Title(s). IANDERC�ROUNDIN6 AGREEMENT- WAIVER TO WOK- w --+ GROUND, Mb OR 1 E' O L4 (& 'TtQtil FOR F'uTU _, U = MN DEcRE , ROU DING . U o Parties: C of Tukwila, WA u) u.l. C 6200 Southcenter Boulevard - F Tukwila, WA 98188 N u- W O WLLDF 5WT Other: =i Last First Initial u. < co RI R In I- _ Company Name (if bu iness) ? !' 20010803000206 • A Z Address v 0 52 5 / * ubte 4I 4 a ci •• 1 1 0 ,_ IIJ W City State Zip H o ' u. o • t h • . s F t er M e r ' • . a i� Z Legal Description: A i�llr v to L2000 - 026 r J,pKd irs kl 2m1D78• • •07. , o y J z .. Assessor's Property Tax Parcel/Account Number s): 261000 -.OM O 261000 -0020 61,,,..., I 61000_.• • .1000. .b ..50 ._,-''.l aj•.■ -0010 6i•• ♦♦ 4 ••• ` •'t, .10,4.00'1 •'1•• •a..• 1• ii i. • • -. ■ t• bi • •• - •,•,. • • - I.•.I •01 O "•,:. Ro Y i S rn ,, ; ,jrj`l`qq**;; jj 1 ..;;"3 i 1 L .. e ;t. t �7 boO ,..,,,„, , L ..,... .. ..... .......,......... _.............. .. ..• UND +RGItOUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE Oi FOR FUTURE UNI)ERGROUNI)iNG The proposed system upgrade at Foster I Icights 16 -lot subdivision development, File No L2000 -026, at 47 ' Ave South and South 145'' Stieet requires under•grounduig per Ordnance 486, 924 and 1321 ALONG 5, t46{h a'TR1rET - Sr;E fT'TfCHM UT A, . Lot No. Tax Parcel No. Address 1 2(01b(x) - 0010 i/B . iL!o Sf 2 O • 2.0 I ODD - ObZD LI -0.20 , 1t-60 5b . ; , 0 3 2.0 I ()Do - Gb3D 4-SIo S. 14-ie st . ° 4 Zco t ow - r o 40 1 i.4-57.D i.4-57.D 4I _1 Aiv 5 Z o era 5 , W 0 261 Poo - GbSO 145 10 41 Ail S 2 0 6 2- lot DD0- oo(oo 44av'1 s 145 5t. 0 r-4 7 Cl C) Dt ODD - CO 4-t45 l5 S 145 5 2( W = 8 2 (0 I boo - ODBO . 1 } e25 5 /45 SE Get 9 W O 21,9 fo00- v09D 4835 s / 2 1t) 2to f oob- OioD 1cl( 5 145 5E toD } 11 / /..(01000- 0110 4 1 6 11E . 5 I4 ? z 12 T_( 1 txp - D IV) `-B3o 5 145`. zw 13 Z(v o0D - Ol3O IIswa S 1'-S' U o . co 14 - 2(o 1Obb- ON-0 1 iz 5. R-5 5t o t- . 15 z 0 . ' Ott loot) - Df5O 410.0(0, S << ' 16 I - I - - DIV) 9802 5 14_5 3t i =: In compliance with the requitements of Ordinance No 1607 the property owner of this z H z single - family development has demonstrated application of the Underground Ordinance will create undue hatdship tf canted out as part of the development The Owner is obligated to participate in funding future under•groundmg improvements for 1 . i their proportionate share o undcigiounding fronting their property Furthermore, if the L I D /U L I D process is used to carry out the construction of this undergroundiug, , the Owner waives the right to protest L 1 D or U L I D formation for this undeigrounding 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 i other proper ty owned by Owner which would be within such L 1 1) • { - This Agreement shall be recorded by the City Clerk with the King County Auditor as ., , required by Chapter 35 91 RCW and the cost of said iecording will be paid by the City a , This Agreement shall be binding upon the parties, their respective heirs, legal x i r . , g g P on 1 l 'i . representatives, assignees, transferees and successors ' flits Agreement runs with the land i ` CNI `' -= ti 1 eafi a' "' r,> • I�j 0050. -..tf «....».S' -'.. .,�.....rm..n.w..N °w.+.rr ....x..�Wnt.•Tl•M r.r...n..l ..... ..... ... ... . . .••. • ,r -,,.,•- r. ....v.mt. t.+n . .. M { • n+lak !'°h APPLICANT: ■ -rte 7- / I -6-> ( Applicant (Signature) Date Se- al74 41, - � 0 f - - h- (IV -2 ,- 7 7- s Applicant (Print Name) Phone e 77.-- imp 4...- _Z. 1C. , �� 7 a 2-7 - �� /; ,' f `� fix- � r 9 (57z__( } Street Address City, State, Zip , S , K CD Q . STATE OF WASHINGTON ) .1- w e � ) ss to 2 1 o Co of �i ) C a Ca c �, A co O oz On this day personally appeared before me soak (� 1&io , w z _.1 i _ a CD to be known to be the individual(s) described in and who executed the within and foregoing co u. CID Instrument, and acknowledged tha ie she /they signed the same a :,t4 ter /their free and w 0 G) voluntary act and deed, for the uses and purposes therein mentioned r-11 voluntary Given under my hand and official seal this 1 2 7 ` day of SALa co m 1 CD i i I-- w . l �� 4 _ 1 zt- . z o t � A- h,, At_......P ,, 0%011 t . Z . , ( � 0 0 I if y + N OTAI� s Print Name = u i s 4,6 '" _ � ; A(/OLIG ~I4; NOTARY PUBLIC IN AND FOR THE STATE 1- r- u_ r* v, ,�'- ,�o; OF WASHINGTON, RE IDING AT j F c, ` W 1,., N' o' ,,, c; e \ Ili N „ ., My commission expires S- / I - 07— P. H z 1 i CITY OF TUKWILA ' �-3 7 /iq/2ooi 1 u I ic Works Directo \ Date . } i ''I 'W - L i , 1' ii I , � ,f! 7 i ) _.. t ■ ... �....._ .. .............. ... ... - ., ...,.. , . - ..._ .. -... . . --'''''', . . , . - . ...... .-..-....-—.......-----.....--,---.--. . . „ • . • . , ..e • 0 3 0002 0 6 . - .. 0 *00108 . . _. .-:. . 1 . : I 8 I 73 r I 0 0 I 1 * : ■ ( t s 3 „.„ r I . , • `, „, r .: t - . • . . I 1 • . . 1 4 I ‘• i • ...} .... *■,...■ ..., • 0. • •• .. V 1-N3l111-191:illY • , 1 ---, . . rc ‘ •-•-.1., , / . ...._ _ :. __ ,cs , - , ) . • ‘, ‘, ., 3 ( -; z . - -, . ‘ , .,..,A , i: , f A . . .._ . .- .......: _ 1 ' s' .. ' t • t • . • i . I t • f * • ' I 1 • • , / . „ -- le ... • ,... • • • .4.1 , • • __. i- ,-- .:•, 7.: 2 I • 4•••• % • /WI, • a , % •, .. 1 ”. . ___._..1 i • 1 C , 1 I nso a i i I I I Lis ;It i I I I 1 I I 72 1 r- i 0:7.: 0 o o I= I t it eft • .. ... .. •• I I - . . . . .. . . . — . .. . . . . . . . . _ . . . .__.... ..0°- 1 - " .. f.-?; . '1, '.. . , I 77 . ;*.,-.""`"'Irit, y, •..• . - 1 • t4 : i t - -4.1%.,-..,..:, : ,,,,,,,,,,, , -- .c,... - ::::"...: :;: i ' . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR . . . -THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT, ... . , 4 4•7.= , , r „,, ..,,..?.. :-.... •, 1-. -1 A ....:•.,i ..., ...............4,.. .., — . • . . .. . , . . . . . _ • , . . . , ;• . . , .. . . • . . _ lim■iii' ' I .,-**4 3 PLAN REVIEW /ROUTING SLIP I t ACTIVITY NUMBER: D02 - 150 DATE: 12 -11 -02 PROJECT NAME: Foster Heights Lot 2 z I SITE ADDRESS: 4820 S 146 St rt W I 0 Original Plan Submittal Response to Incomplete Letter # 0 o U) cnw Response to Correction Letter # X Revision # . ) After Permit Is Issued tu i I W 1 DEPARTMENTS: �, 1Z-i 2 "��' � t ��,� ke,,A1 II M A, � mac. -t tl �a $ Bui i ng Division I I Fire Prevention I I Planning Division 1 ° 1 N 3 Publii Structural n Permit Coordinator 134 Z F al i zI- Ww I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 2-12 -02 n o . 1 U 0— Complete Incomplete Not Applicable w w Comments: 1=— v � 1 tii z w j Permit Center Use Only U = O ~ INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z • i Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: 1 . • Please Route Structural Review Required n No further Review Required n i , REVIEWER'S INITIALS: DATE: . i t 1 j APPROVALS OR CORRECTIONS: DUE DATE: 1-11-03 _ Approved C Approved with Conditions k _ Not Approved (attach comments) W. .I *41 ;' No k 4►: REVIEWER'S INITIALS: DATE: 401 j : .�t ,,, • Permit Center Use Only ;,,.s t, !:, .: r >:I,i, CORRECTION LETTER MAILED: I - ),3- 03 1, R<�S . �. ' Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW [V Staff Initials: kC4Y s yF.�+ ' i�c vrF.?'! x } s Documents/routing slip.doc V '.. > 2 -28 -02+ - i l PERMIT CORD COPY PLAN REVIEW/ROUTING SLIP • _, - , • LICENSE DETAIL INFORMATION Form Page 1 of 1 " .""") STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division , P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: z LICENSE DETAIL INFORMATION . lZ W Current Filter: None D: = pilter fabric fence installation typical detail for wall and slab drain system lot 2 foster heights site plan utility plan drainage plan front elevation plan x upper floor plan lower floor plan foundation plan upper level floor framing roof framing plan a x section a-a shear wall schedule kitchen cabinet master bath vanity cabinet wall section general notes � GENERAL STRUCTURAL NOTES -rt Ao. t ALL CONSTRUCTION SHALL BE IN CONFORIANCE WITH NE UNIFOR1I BUILDING CODE (USC) 1991 EDITION WITH WAS! NSTON STATE MENDMENTB. SIGN LOADS: ROOF LIVE LOAD DEAD LOAD FLOOR LIVE LOAD DEAD LOAD 25 PSF ( SNOW) 15 PSF 40 PSF ; RESIDENT AL ) 10 PSF .WIND BASIC WiND SPEED EXPOSURE B, I = 10 SEISMIC ZONE 3 Ca = 036, I = 10, R =5.5 60 "'7'4.4 1ISF'ECTIO 15: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED 501L BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT T OF REINFORCING STEEL. :FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WTI-I 2000 PSF BEARING CAPACITY • ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1' -6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WIN A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. II-1E SELECTION OF MATERIALS FOR AND NE '"AXING AND PLACING OF ALL CONCRETE SHALL CONFORM -.TO. THE REQUIREMENTS OF NE UNIFORM BUILDING CODE, 1991 EDITION. MATERIALS SHALL BE -PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX LAVING A MAXIMUM SLUMS OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM I F'c : 2,500 PSI WiTH 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MXIMUM OF 634 GALLONS OF WATER .._PER 94 LB SACK OF CEMENT. MAXIMUM SiZE OF AGGR 1/2 REGATE IS i ". ALL CONCRETE SHALL BE POUF:RED MONOLITHICALLY BETWEEN CONTRUCTiON OR EXPANSION JOINTS UNLESS SHOUN OTHERWISE. REINFORCIN STEEL= .. ALL ALL REINFORCING STEEL SHALL BE GRADE 40 DEFORMED BARS IN ACCORDANCE WITH 45TM SPECIFICATION A -6t5. LAP ALL SPLICES 32 BAR DIAMETERS OR I' -6" MINIMUM ULESS OTHERWISE SHOWN. ,:PROVIDE ELBOW BARS (32 DiA.) TO LAF HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT S4 -HALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES.AND SECURED IN PLACE DURING GROUT OR CONCRETE -PLACEMENT. • MINIt"�IM CONCRETE COVER FOR REINFORCING STEEL: k - ALL. BARS: W SLAB AND y- INTERIOR FACES :'EXPOSED TO WEATHER OR EARTH PROTECTION 11/2" ' 2" 0'5 AND SMALLER) 2' ( *6 AND LARGER) `TING BARS . ALL LIMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: "BEAMS h.: DP2 OR BET TER - OP2 OR BETTER HP2 OR BETTER - :POSTS 1-6 ", ;2x FRAMING • CUED LAMK4 ui00L� GLUED LAMINATED WOOD BEAMS (GL E) TO BE IN ACCORDANCE WITH ANSI STANDARD A190.I. AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Pa : 2,400 PSI) FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALL BE CASEIN WIN MOLD iN$4IBITOR. UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1 /2" DIAMETER. AiTC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUiFACTURED BY TRUSS JOIST MACMILLAN OR APPROVED EQUIYA-ENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANURACTURER'6 DRAWINGS AND !NTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. PARALLEL STRAND LUMBER (P5L): PARALLEL STRAND LUMBER (PSL) TO BE BY TRUSS JOIST MACMILLAN (PARALLAM) OR APPROVED EQUIVALENT (Fb : 2,900 PSI, E = 2.0 x 106 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER -292 OR CCMC REPORT NO. 11161 -R BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER- HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER 3EARiNG WALL FRAMING: ALL DOOR AND WINDOW LEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x10 DF2 WIN ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5' -0" OR LESS AND T;UO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5' -0" WIDE. ALL COLUMNS NOT CALLED OUT ON . THE PLANS SMALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER LATH 16d 0 16" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WiTH I6d 6 8" 0.0. • .SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL RE AS DETAII.CD ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24Kx) WITH A MINIMUM PANEL EDGE NAILING OF Sd a 6" O.G. UNLESS NOTED OTHERWISE. ALL SHEAR WALL '.AILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. BLOCK ALL UNSUPPORTED PANEL EDGES. ALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE ' SIMPSON' MS T A24 CONNECTOR UN.O. ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "I IWPA GRADING MULES FOR .: 1EsTERN Lu ER ", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE 'TREATED. MAINTAIN MINIMUM e►" =CLEAR BETUEEN WOOD AND EXPOSED EARTH. ALL NAILS SHALL BE '.GALYAN1ZED BOX OR COMMON NAILS. ALL MINII"WM NALING SHALL BE PER UCB TABLE 23- 11 -B -i UN.O. .t1ACH41NE BtXTS TO SE A -301. BOLT HEADS AND NUTS SEARING AGAINST WOOD SMALL BE PROVIDED AUATN STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR iCBO APPROVED EQUAL. `.ALL HANGERS TO BE FASTED TO WOOD WITH PROPER NAILS. ALL 1- I4'LES SHALL BE NAILED. 1 •'�' '. 'i + a �r %`WH: - Ile.: - ��' : gP.�. };,., Ns, ;T4',.. •. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF NE LENGTI.4 AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UN.O. APPLY 34" RATED SNEATI -SING (40/20) GLUED AND NAILD TO FLOOR FRAMING MEMBERS U1IT4 -4 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.G. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/0) ON ROOF NAILED TO STIFFENERS OR RAFTERS WiN 8d COMMON OR GALVANIZED BOX NAILS AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" D.C. AT INTERIOR SUPPORTS. LAY SHEATI -IiNG PERPENDiCULAR TO FRAMING AND STAGGER PANEL EDGES. • 820 F TR15SE5: TRUSSED TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WIT! -I UBC SECTION 2321. DESIGN TO BE BY A PROFESSIONAL ENGINEER LICENSED IN NE STATE OF WASHINGTON. MEMBERS 51-IALL BE SIZED TO ACGOMDATE A 25 PfF SNOW LOAD AND ALL DEAD LOADS. EACH TRUSS SHALL BE PLANT FABRICATED AND 6I -!ALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL COtsINIECTORS SHALL BE ICBO APPROVED AND LOADS SHALL BE IN ACCORDANCE WIN THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL ' fiRAMING -TO -TRUSS AND TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION ' iMATERIALS. FABRICATOR SI -!ALL SUBMIT SHOP DRAWINGS TO NE BUILDING DEPARTMENT FOR APPROVAL AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. aTgtiICT1Q 4 t4OTES: ALL CONSTRUCTION SHALL CONFORM TO NE UNIFORM BUILDING CODE (UBC), 1991 EDITION. NE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIC/ES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM SPECIFIED WORK NE CONTRACTOR SHALL VERIFY ALL DiMENSION5 AND ALL CONDITONS AT NE JOB SiTE INCLUDING EtUILPING AND SITE CONDTIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT (01+ECTIONS AND STIFFENERS ; ..1-IAA SEEN INSTALLED. NE CNTRACTOR SMALL COORDPIATE WIN NE BUILDS DEPARTMENT FOR ALL !BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN :DiMENSIONS. NE DETAILS 6140tiN ARE TYPICAL AHD SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SNOtwN. VARIATIONS AND MODIFICATIONS TO WORK SWOU ON NE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FRO NE ARCHITECT OR ENGINEER. tr rwr iMITM :rXA� • 1 � a ...0 ..*,Aik9+Jdtw,wAAY . 741141.4164174.. . • a OPYRIGNY 2000, '.MEGA ENGINEPRS 00.61 �1. + 'a Aft. 4 ♦ + ' t 4 .• _ I r 7 . // t, RAZE: . 54EAr►ING f.�c'OR 5►4EA" +iG DER PLAN OR 5G>►E! (LE - *- 8d • 6' OG. SOIE PLATE NAft.ilG L 1 _ wad • • 4' OL _ 'Si't''�+�N' wOLDa1N UBE 16d • b' OL_ Mir IC - - - -- ��I - - - - - -- �+ ST RAP PER PLAN 2 If x BLOCKING a/ 164:1 I .,.. i NAIL • 8' O�G I , - 2 x BLOCKING Spi . RIM JOIST ` 15" RATED SWEAfl4 '5I PSON' 441 7—GABLE Ef+C TRUSS � / FRAMING ANC'2R ' • SE�O�OR ... 8 III eld • 6' OTC ' RATED SI E AT 4NCs w Sr~EAT i IrG 1 HALM VENTED BLC !:'':iii' , PER F'LeW 5PL ICE TO 2x _ Tilt' ' ,,ON' A35 , OCCUR 0144 COrtf !ON I• C d� 'JAIL TO TRUSS • . • ' • 32 O G. - MUSS OR RAFT " i MEMBER OR BLOCaG'1 j • EAR Eta. I PER PLAN : =: ' 4. • _ DBL 2x TOP PLATE - I i �T, J5G PER PLAN LAP SPLIC 4' -a 1 2x STUD PER PLAN 611 1 - > _ 2x STUDS PER PLAN. MIK I NAIL wu/16d (BEAM AT 5ti) , ► =! Jpf5t PM PL414 SI•EATI -1 4 NAIL • 8 OC. S � . I D _ 2x T GP PLATE PER PLAN OR 5-EAR / ' 5NEATWMG AND NAILM _ LAP SPLIE 4'-(P WALL SGI- IEDULE. .- —. I . ,�' - o �x DBL TOP PLAT I . . PER P OR 5C'. 14E LE- MIN t NAIL wI Ibd ►� 1 i LAP SPLICE b'-0' i . q . .. • STAGGERED i I 1"tlrt t NAIL. o/ Ibd Q 6 O_G. ' • 6' O StA�aGEC. \ a� • 3 011JER FRAMtNCs SWEAR LOLL O TYPICAL FLOOR FRA IM OOH G TICN : 1 z . . T IICAL r 't CONNECTION s © _Boa �a l. � (5-2 �- _ Q 1] 1 � S1-EAT! -1MG t NAIL 1•6 s ¢ s ?x STIV PER PL J( _� _ SOLE PL N A l L M Cs. USE • PERPLAN OR • n '�' R MED SOLID RIM 115E D BL • uOLDAIh ' F""� '� ibd • 8 O.G. MIN. SCI�EDUJLE 8d • 4" OC. SHEATHING 1 JOIST ? • t a , Sd • 4. y � :SLAB ON GR PER 'i K _ i i SNE4114M PER PLAN -. PLAN OVER 6 MN- VAPO j 0 ; 12 �. 1 - 5 ' '+ x 5 LAG 3 4" ��T • 32" CL I OR Sr..�EDULE e • : 'SN ` °C,?ON ' NOLDONN f • L / [5oo R :.. PER FLAN I gA , j > t fiord • 4' O C. - . 'S fl ' 1PSOH U OR LU • i ' 11 " 4. if STAGGER S I DES. JOI PER PLAN I 4 BAR CONT US i it - Y tTYP OP BOT7CMJ ` ' w JOTS HANGER TYPE 1 R ,i T I NJ GHOR B = ` t / aiNE,4TWIP 4 NAILING PER RiM JO15 _ , _ ��� '�� • � r PLAN OR SCHEDULE. -.. I�- Q - - ' PER ?LAN „,...74,,,,,, L WEB STI t 4 R FQ'D JOIST PER PLAN ty� °!:R PL I 01ST JOIST AN, 1%11 t3l OCK; tai b a S, i 2x PT LEDGER nil t 1 J PER PLAN -'' t 2x FRAMED WALL \�� x4 BAR - �t .. = _ t • = T.11 BLOCKING w/ )12,d • ROWS 16d • S O ff. \ 2x \\ \\ COW- rfYP� t ? �' 4 H i A�1 • •) FRQ'"�D W r / j / „'� ..:--;:r. ._ OG STAGGER SIDES _ (BEAM f BED 51M) / \ ® , IN CONNECTION = DECK a ATIQI'� AT 6L,46 O c�R,4DE s M ING AT INTERIOR S14EAR WALL LOOK T. JO S s� m F � . - :,-- t IN FRAMING r • T G , si b • -.v i • - . ,2.i�-Fdl • - SSA 7I.1/4s 4 NAILING PER ` _PLAN OR SCHEDULE Q f w/ 2x T SILL w. ANCHOR B OLT ' /-4irt* PER PL.aN OR SCHEDULE USE - PIPE SLEEVE • 6 @ O.G. M(K - ,, x.. �',e/-- 1 r { t.r � �51 NOLDAI�! A r a PER Ft AN NUR .. 7.........i ;, � ARK MItyIM1,lM- IE�,tN1t�Cs SELL PLA - ANG .. a - -- $1 EATIaING (U NAILING (U NAILINCs BcL .. t • . ' S MIN. ' TI-H 6d • 6' O.C, 16d • 8 O.G. " • 0811 5 F r : f4 . - . C' -: .. - " _ C //�� • , " //�r carol _ �y �. a , �. - 'i r• r .. �.: at ^ A►'- .`: c •,i~ • r � . i 5 . tl _ .G. it • � � O.Lr. 450 PLl` _ ( 'r+ _ c. h .:t • t15s W �� GDX 8d • 3' O N / � ,�;� , ; • -.F � , s . r ._ 115E 3x ST UDS • AE3U TT1NCt .; `C a :> „° OR � :.lir :.. 1 PANEL EDGES 4 � ,.. + s te r-= S T�iCiER EDGE N�41LIfJCs. r \ � ♦ • . . . t..« . . r : ;, t . - ..,z:. , , � \ d TYP) � BAR Sri ii ,> Y• Vi i, / / a t { f :., \ r , SECTION ELEVATION s _. :. . . i 5 S H A LL SE gNEATWED WIN RATED I ��. .. •. > � � _ ' _ . , .. IJ ALL WALLS DE3tG I3 ARE SI.IEAR WALLS. EXTER WALL .. -: , ; _a~ '. �- � � - CS) �- .20 52.0r • ;�. ; iF� .�. •,\ ; . • 5 �• _,1•:TIkk '.'.- -: _ ` dL/ 111IO \ l M-1 TIO • - _ r - \ - _ 1 _ r,, �• 'r z 4 t k 5NEATNMG t r OSB c�R CDX) AID NAILED AT ALI. PANEL EDCsE9 tBLOCICED) FER 5GNEDULE). HAIIL 4t '`Y #` +` K t y r , i A3» 1 l fir'• A FRAMING TO BE AT 12" O.0 NAILING NOT CALLED OUT SHALL BE PER UCB TABLE 23 -11 -l3 I. .. 7: ,_ INTERMEDIATE I=RAN - 2 J EOLIN <. ' 3l MPSON 'i L i A ENDb OF SHEAR WrtiLLB SHALL USE , , � R , . ; � D dIl�13 O p�F STUDS MiN�"1tJM EC � _ " � • ° . s A . Cam, vE0 ¢ .. ,y ��; + "It OF T( - �: y I . j :x ti.. _ � MINIMUM OF TWO l (2) BOLTS PER SJLL PIECE tWTN dJE BOLT LOCATED NOT MORE THAN C1" NOR LESS THAN . :. ':,' A,. ' 1,.. • Y ;. t . , � 1 i - y Mai INTO � ,. ,. _. TS 1f"Rlhfi - D EMBE BON- a r w ter._ 5 101"1 E END OF E AC. PIECE OF l O CONCRETE WASHERS TO M14411131 '() t " 2 ,, , :. ARM ~ I: - •-••� L �� • ,. - . _; STEM !Yb><LL ._ ‘7. �. .p� • - ,r - , • w , i �•� �R 4 v r d '� z. - , r. a .. r . - +, _ • r? . - _ I r r.: L . d ` it -. 'f r . , f 'P" lit • . �t} r • t ¢ Y _ A II 3 f n ." r # • • a • • a ��`r : , . , . ,. tea. � �' - ,, ,,: , ._ > - . +- ` ; �; ; r- .b L X a• o 3 : t , D2 : t . 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'd .. . _• � � r �tT G� �1'i�t1i'l1�9 COPY R7� -(t3Y� 1 3 - is , , �y ,,� .,,,p3.� , 1, r 9 _ ,I • " �" .. . 7f �r �r•�t "�Li., • .�T+.IR+�CrJrN .Y'yAl�.. rYi r .aa>�. yir -4 �':•. 4 :MKr+�is$. At •w1 w,r¢ , ? �;r = 1' , .:,ER rraT��y,.... ,y� p '� -I. - . 'iR - .. �,_{ � J ypy� y � �a ''F y y� .yy�. �$.y�yt ,i� L. �y� , 'aTj� Ya#.t1M# -.-� R4y +�a, Fl.,i! • f,r.0 ,ii+r.,e F1/ .' '�(. .,4XT 9�SY.i41e������'+"�c�ll*r �i{{'T � '�f4 �` . . w�lrti A ..r.t .74: .,, �y, � , s 5 �. � -1r., �XFy,R�l 4 a . e +�! �IF� I,l.•,� '4 , ., 't 'i�,!' '� J .�/fl�.:lRt ♦ . f + LA... 6. il, > w. . W _- ...II, i i ., . .�e AYSt37✓ lAaa4i i,�S.,• ,<, y=':./. , S w. A may 'l w r_ } .�' /� W+ 4♦ R '1► Ti/F. 'U r � . .� ice. +,"b 1 ,^_•.'�Ir � . : � � %� � • # ` • L," .e-- _ ."':1... ., , ... w * 6 III detail stair notes structural notes bearing wall framing floor and roof framing stud walls roofing structural framing wood reinforced steel concrete design loads foundations �� , _ II a FOSTER ALONG PIPE I \ 1.-.. 1 N i4i. I '� ,..,*9 \ \i 011 1 �.' I Ilk -I � ' '! � �i rS � � .J . \ '' 11 1 1 ; 1 1: 1 Q .Y 1 . !. +'i oa \ ( $1 1 / \ �4 S 144T., ST 3 T n ST `'. a , sari sr z( ~SITE -- s ►ts > k; v- 3 _ � J W tr� ; Alt u„ h- 3, � z 1 z v i s 41"-r:-<5.,._.....„0 . I a v S u r_r T. tD ` V� cr Y e J v a a O r t v YAPS ... \ l , "?4' i u u, �. sls s �, • I I S', - 30' 7 - - > > �c S VICINI MAP I I 1 NTS a \ , .\ SY1U PE 1 1 z 1 `wAiK,� � INDEX �; • �, � � n � I _i • o 15 t �� :: ,� gyp' \ �'o I r - is\ i w i c 1 G� T RM GFcnL.,�,G PLAY I - I 1 RO AD ., 0 - _ YA I I / I C I DRAIN ; ` 1 I 2 ROA STORM PROFILES "� 2 \ I f $ 3 RCAC /STORM PROF;LES \ \ 4 �. I I v 1.3 I _ f 4 O FF StTE WALKWAY ,coin= '1'; ° 4. l ( i '�' �+tt„r� I I ., . 5 NGTES /D_TA!�S _ � � ° ` r,rr+aE• (((3‘)/01-- (((3‘)/01-- 6 S?ANDARC JE IAILS ! -• E"= , ° N ° I - I \ n I I � 5Q 7 :OMPCS ;?E UTILITY PLAN x r < I I TYPE H. I T ° i \ `l c 1 M I E T.E.S.C. PLAN " 1� J THESE PLANS ARE AS- BUILT" I � ' ! I --, BARRICADE ' I 8" S N ` z I 5 PRIVATE I • TIGh .:N: \ \ I AND THE INFORMATION SHOWN I /�^ FRCFROM RCC�ER Y D�tA NAGE -� \ \ I ' � r � s f \ _ DRA @ i MIN ACCURATELY REFLECTS EXISTING E•;EM I I ?�I� "` - - �r i _ 4 1 i ! I f I FIELD CONDITIONS AS OF THIS V _I • ` - _ ��a, 13. 5'r I ! DATE: /2 - oB- z I f STA. .:425 - � r- - ;; -CBp 1 2 , . ' Y F i \ 1'F ! I\ ;F VAE I 11. / 4.. -- / /d (,/ I ° , . END r"—� �� \ RIM. \ I .'AI �E E WILLIAM SHUPE HOLMBER PLS 332 ;; ; ;; OWN n • . . _ YARD DRAIN r c IM ^rR07EMENT I 1 i , tP:t : 458. \ I / I VALLEY t , JUNCTION BO � � I I N APP Y V ALLE AND CO. i STA. 3 +10, 27'LT , 1 i y - ; - 37 -t? SD (W - *---i Z.�r7c � j . I P .O. B Ox 13 ?+ CURB INLET 17= _% \ o ' , ` I — 11 RIM = =z 463. q STA. 2t92 -47, 1 L'RT \ ! , _ \ I 40' 2 ISSAOUAr1. 4 ,,, Y6C2/ = i � ' Z / I am. ,i n A • INV= fS8•,i 1 r� I ,� C6, t' . : I S A. 1 +73, .25'LT ` / v; \ I , 1 A STA. 3+00 - EN K v ROCKERY iiY ;� COQ hEGT _ RIAt .—;- • 4 c2- E, R I / ( \\ a ∎ t _ 0 Y r nr - V U 9 Y � L `I LI / RO.�E ;tY INV *--- 451.88 G CBIj 7, TYPE TOF =466.G -� 1i i ' I 1 / VANED • T LEGAL DES u I I DR,N WNEELGHAIi< 1 QR11E''r''• ■ I • I W/ THROUGH TOE =463.2 I F TO NLET �, 1 RIM =' 44 C URBCVT \ ^� •, CURB INLET s 1 -JTS 12 A ND 14, TOGE THER WITH THE WEST HAL' OF LOTS • >•• t. U fi i I t �' RA^1P' i NV ='? 437`1, ! T.YP. /, I ' M . , , �� =4 - 2 - - .5v4Z4•if I � \ I , " / 0, 11 ANC 13, ALL ,N. BLOCK ,, PLAT OF ADAMS HOME ° y r \. \'' I , \ '' : ) INV =4iirety 414, q o , TRACTS, RECORDED IN .0 _LIME •1 OF PLATS, PAGE 31, 0 11 I y ) - - - - - - - _ tt- - , 3, �, I NI I CBp 4, TYPE t! - 48 CBp 3, TYPE II -46" M RECORDS OF KING CC v . Y', WASHINGTON. W z :J t 7 . , I I +� + W/ SOL,C / ? = 4'8.G I I , i i �1 SD • ACCESS RIM= ,++;,:�fCr o lD W SOLID RIM KINCLI�D 18f x ¢i3• 6,7 a CL - 464.2 � • -- - -5� I '. �3 1/ ESM cep s, TYP "c II - 5 INV =+, -rd + •.09 . 61 IN =.a.) 3i8o8s i / I INSTRUMENTATI j c , I \ i a - i W SOLID LO CKIN G LID i ' ° E) s f }) I , I r I / INV = 37_.10 S 77.1; 4/ i 7 — 1 00 IlikS11/11111A + e. IZr \' I 77.00 l STA. 2+74, 18 RT ZOM1 2.13 EXIST.I C6 _ INSTRUMENT USED: 5 SECOND ELECTRC:�IC D ISTANCE �� j = F • ® 38 / _ 12 HOP, ®_ _- / glut TOP OF CUR8=464.23± G+CO I p , 1 2" I ' I f A / I N =+4&iw { ?` (.3 15' UTILITY �- (2) I I RIM =377.7' .`�' O I °� 3 W PIPE ANCHORS INV =375.0,1 MEASUR NC UNi P}4 °- ..4,* ;. �� e� I r EASEMENT , FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE I a 2,43.47 4‘, I - ENT SF7 --- `_ YrAS 1:22,000, 4 3 1 1 - i N: I 1� ,� L I i ._ A j [ I i I LOOPS MINlM UM CLOSURE GF LOOP i I ` � � _ ,, �� � `I`■- , - ,r.� _ o I I IN ACCORDANCE wITH w'Ai 332- t3J -'.00. -a "� ►.+� •u ... N 67'53 "42' �/ 1 I ' - - _ - - - - _ _T — �� ',',` ' �.� 1 � y- - 169.2 ' I I i DETENTION/WATER A : 1, - — — I OU AU TY VAULT 0 ._�-'- RDI p1 S D -E DETAIL 1.;; f : GD i ItS1 :. I I DRItAGE SMT 1Iy . ► Yd Ir. VANE AE PIPE I ` t PRIVATE C6 14 TTF I 46 i• ✓I STREW : iY Ir �ASEMLNT I I"' tIG iT \ 5' r;.4T E` Al RIk=- e�e of -SEE DETAIL 1 �� W/ 40CKiN'3 VANED CRArE .� ! It 4 ` TCI E \ CAl1:J t , E EL INV 4Fr-e 40 1, 3 r z5, r, w � ol.:�,t -, I I / T I ABANDOI PER 1 1 ft 45 I, \ \ \ ' 1 [jitm y;' PAVED !MAIN i NANCE A o W th I 1 , 6 , ` 1 roI j ►.O.E I� EQUIREMENT� � ` '� "r 1 2 " SD 6" F v C i I ACCESS P �CtNG W T ee ^ 2" S t �► td ere�s o Akil,.i 4REA . . 117 t \ 1 1 \ �r: . .i iY� tT U 50 MI N. A , , ,: a 4 • 0 \ 1 1 , ' 1 ®f3e;�i l0 ' !PRIVATE r. \ ' O.Si� \ ' I I t ., ., .. ° h Q 1 ' , ; 1 1 I I .277, � ( CBy 6� 1\ l YARi t i t' I 1., a A e. Q \ \ I I w/ LOCKING GRAT �j vi ( ' I t T YP I , RAID I 'I e , - � � I RIM = iir �'• CB# 2. TYPE 48" NOTE W F I I 6 PVC 1RCOFDRAIN I I M - 4 27.00 ` �ICBp 3, I j I v .AULT DRAIN' o...-rx 3 ,1. 73 • 4 I 0 . 5� 111 , TYP. 1 \ , I I I I INV=44 -i+v 42'2 A S W/ '_JCKI�IG ACCESS I NV 371 .7'1' v13 7b.33 STA. D $ `,' ~ AALVE 1. UNLESS CTHERIMSE SPEC IFIED, ALL STORM • -BEGIN ROCK' . J _ 6 I I \ I v', =. G ATF,4 p I / ` E" .' 2 "E PIPE SD, SMALL BE ADS N -12 OR EQUAL. 4g 1 'I I INV = r+ �( )3 )3.63 ■ )R MANHOLE, TOP =469.6 r2 1M =+i-i eer 4 I PRIVATE I ` TYP. I j �� GTE V \ DRAINAGE I 1 I I I I N ` I fI I 2. STREET EIGHT MATERIALS AND TOE =466.5 ; I E HANDRAIL' �+ • I \ I I EASEMENT I I �) I r I I OR CH L FE�IC9 I \• •- CJNSTRUCT,ON SHALL MEET CITY OF - Ni , ■ i, I • �1 12` o YARD r I I I I I I I �D{' Cgy 1 TYPE f TUKWILA S 'ANDARDS. ° _' N'ATER ESMT. 1 —� _ _ ` DRAIN, TYP. ` ` x ��_ 25 P UBLIC 7 , \, t �I 2 00T" rI C ONSTRUCT OVER °' - DEDICATED i0 I X AINAOE OQ' z • I' WD 125, TYP. — —1 1 — — — _. _ _r — T� — ' € � MT; � j o XIST. SD 3- INTERIOR ROADS SHALL HAVE i _ —, �. _ z �� RIM T C H R 375. THERMOPLASTIC CROSSWALK AND STOP BAR I, t- . �X MAILBOX RF�CrC ----T7 1 - �' ""7 \ \ I I ( / i , I I I T, I (h1A ROAD) STRIPING AND CENTERLINE BUTTONS. Z J o 1 t,4INU.tuM 11 I , ! / / / \ \ \ I I I I INV= � -3-err (VER 311.76 J . o ' LEARANC = BETWEEN \ \ \ / / I / , 4. INSTAL, STR N A ME SIGNS, STOP I! + * I 5' PR ATE ` I ' I I PRIOR TO VAULT ' I` ( \ \ I I • \ \ I I / I I I I / t r I i o ) STANDAR S. PER CITY OF TUKWILA ■1 I t.1 al B0� & SACK OF DE W ALK LOT L NE TO BE DRA IvAGE I I � 'S CL / E: DETA_ ELIMIN TED I ' i CON STR U CT I O N \ ESMT \ 20' WIDE DRIVEWAY I I I' I I ' I ' I I !I �, I h I j 1 I ( MIN. FOR FIR DEPARTMENT I I I ` I 1 I A I 0 i M ;r r - 4 \ 3 \ I TU RNAR ND I I I I I ' I / / I I I Z 1Y' l i I j- ray la' j H "NO P I 1 r PARKING ON I " EAS -MCNT SIGNS ALONG RELOCATE r ! , 1 t \ \ I , I � I I I I i I ■ i I i Q ' II I I APPROXIMATE CUT = 1,150 CUBIC YARDS ASPHALT S • A u U (CITIES Z . \ \ I I I / I I I WALKWAY ©'.00' AS NEEDED, T. ' I a I I • :e 111.18 ;: ;iti; I I I.I\I I \ i ( I I SPACING, TYP. 4. I n 2" SD (G *z-+� +: \ \ \ I ELOCATE EXISTINQ I �i I j I I I I I I APPROX MATE FILL = RELOCATE EXISTING I 1� STA. 0+.48.60 1 400 CUBIC YARDS LO • i ( \ I I (ITILITIES I I ' I I FENCE AS NEEDED, I I " i, ; rA? 1 1 . 1 1 , I I ! 46$ NEDOTYP. I I , \ - • I STREET TREES, TYP; ' I I I I I I ` � ►-3 EXING I ROAD 5 MNFOR PECESAN \ r0 V I I I I I\ I r \ I I I I I I I i I I \ . V - SEE DETatL TS I I C6 l \ \ , I I I I I I w L_. l) I v= ' A — — — .t)UUI4Tto / tl7 17.10 • I 1 A-4'. Qrn: 34A 1 I i I l _ L r / , - -- - t - - -- -� - -- 5� ®_ _ 4 r I 1 , f ` > - i cn � o + ' { _ _ - .,..—___Q_______43, T _ _ a�� \ n __��a'��'S ��� +. - - - - r - 1 STRE TREE, T (P • \ \ i I I 1,i: ; ;:I.. I I I I S O[ i Li N ,1'L —' - _ � _ — - r - _ - -*'� . _ " = �GJ1�! * . l{)( - ±' #1 r � �� .. r . rr ■...au � f �r.M_ �sr • �.� •I (I 1 - �� ' I I I I •• • O I , A - --- —.r — -- — — — r. ► - � a ooYrr� C , 1 I Y I Q( \ cl a 8 0 8" THERMOPLASTIC EDGE r. -:T_ 6 I. WATEr ' - = - — — 4 - O ` % — I l I ° ,�' : INF TO SEPt RATE PEDESTRIAN ' - - - - � = " L " �= �' t�� _ ( `�. / I - i o FROM AUTGS' I Q 1 j� i I - 1 1 N �7 8" W , }� F � - - cr . \ I / / I I I / / / I J + O L. W r-- - l � l 1 ° a -4 ,. - `O 1 t? (' i i ` o I $- \ � �. i / ' i l /III ._ TI iE a TtLBC 0 CATE -_ tI / '� ` �, ' '' I i U ry CITY O r tKWI 1v o j o lie.-0-- 1 N i /0.137. "� $ T. ,OIT,C_ / ' a) /I' h —r — -- - — �EO / //}�� 4 6TH S T . ; �. -�-- _ -- 1 1 Ex1 rl � I I 1 I r / _ w L --J � \ '� C9-� TCN / 1� E%POSE/REROC b O 2 i S 0 C R,.+._463 Z POTHOLE ATERLINE PRIOR STA 2+49.89 \ 5/,? / A o L _ I PIPE INlF1 - O O. N EN TERING SIGHT DISTANCE I f __ 4 38 FEET LOOKING WEST !Ny • t7( . 44 /ivy . 440.58 TO SD C� STRUC 10 CB 2, TYPE I f 0 \ \ �" � j Y 1 • 323 FEET LOJY,ING EAST RIM =4 VERIFY C ARANCE W/ VANED GRATE _ 34.1.0 ROC DITCH CONSTRUCT /REBUILD W ewawrnHC noaa+w,o �I� �, RN O N ./ ft ,-r INSTRUMEN'( HEIGHT = 3.50 FEET, e43:6,6± SEE DET �m Tmca rs cctnr ( , I (MATCH PAVING) f \ � 1. J DATE 2/10/98 MEASURED 10 FEET OFF EDGE OF I „ „ „ cB " " " •, INV =43�=: 431.ZS +V aI' 1 , C II NOTE: I ASPHALT, OBJECT HEIGHT = 4.25 FEET) ; ; „r ' R : 454 , 2 r I r. i ., .. Q i t I I EXISTING 12• -, •� •_ �� a POSTED SPEED LIMIT = 25 MPH - I �^ y ; 43o.GI r l I 1 JOB N0. 1422 -004 1 4 , III ` I I before you T BE THE LIL CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE I EXACT vERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- BRAVING NQ, 1422 -4C1 D 9 . GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN SHEET c HEREON THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UTIUTIES '1- 800.424 -5555 NOT SHOWN CALL UTIUTIE SHOWN -PROPER LOCATION. 1 OF p . V UNDEF,• „NO SLRYiLL (3,A) V . • 4 _____ . _ . NE 1/4, /4, Nt. 1/4, /4, SECTION 22, T. 23N R . 4E., W.M. - 1 1 ....... 1 I ....... i a, . ,. ! . , : .: : : ., + 57'7: Cry Y.1RL N ' •• t rn ST r s 744r. sr I 1 1 • ........ I s Isa sr ` - � � �- SITE ' \ \ \ �, - S SSOiM Si i 1 I ' 5 n \ I , ` +r _ j o 15 ! ! i /j `.��� T t -) ` �C rho 41 C .. /H 15 RE9004CE I s 1 n , � \\r I _ _ 9- ALL BE PROVbW IM?N ' 12 �. 1 / � I < / ' { t SCALE = 30' ( u A SPRINIQ_ER SYSTE]1. 1 '' `3 , ; . r r- Iiirl, h I 1 I 4 ■ 1 rlar�i . 1 ..•......., I 1-2' iLGr. FF 1. ;aL MATERIAL SPECIFICATIONS AND CONSTRUCTION O L _ _ \; Ili I �. . � W/ / iHRUS' BLOCKING C " I 1 '1 :,.6 TE :FiNIQUES SHALL CONFORM TO THE REQUIREMENTS OF WATER VICINITY MAP = TYPE BARRICADE, i� t I f ATTN. S . z I n 1 C ST2tCT 125. I a OW NE R NTS �, TR: COT •I n � 2. -.LL LOTS SHALL H AVE 1NDiV,DGAL PRV'S, INSTALLED ON THE SCOTT YVIKLJF i • I 4 I I COvrrSTREAM SIDE OF THE METERS. E I 222fi ELLIOTT .. _ ..., WA 9512: I , -„ _ - -- t I I 3. T.-E LOT 15 RESIDENCE SHALL BE PROVIDED WITH A I \- \ - , R INKLER SYSEM. 1 206/x43 -7735 \ SP T I I I 5' PRIV _ v . ; , ; ; 1 ' 1 _ R A NG EST ;; ; ; ; „ LEGAL DESCRIPTION j' I 1 I 4111414 12 I 1 LOTS AND 14, THER Wi ?H THE T H , L. S 1 _.. . i ._ I I i \ / e I 1 I 40 f 20 ' I 1 0, i t AND 13, AL 1N BLOCK 4, PLAT NES GF ADAMS LF JF HOME ' I � . c.1 \ 1 SERVICE / / ° I \ ,., q - TR ACTS, RECORDED iN VOLUME OF PATS RAGE 3t, ,, t 'n I F•• LOT 15 ONLY { I � r \ ^ REC OF K COUNTY, WAHING70h. ..,1 `I di , j 16 1 1 1 I a 1 -!E HYDR PER I 1 c I / • \ \ I I 1 I \� FR _5 EE .F, I ,_ 1 1 I I / 1 D :STSICT STANDARDS 1 2 -5" GATE vAL�E'(FLxS�J) a i i3; a" SERVICE TYF- I / \ I 1 I , 9 ! 1 -8 "x6' TEE (IAJ,,F • • 1-8" ADAPTER (FLxMJ) 1 I c 1`. '� ° I t -8" 45' BEND ( MJ ) I ) I ( h • �I i I I I a 1 -8" ?LUG MJ1 J\ ' W/ THRUST BLOCKING al ! - - - a- - - W THRUST BLACKING i 1 1-6 GATE VAlvE (FL) CONTROL CLOSED T ` " ( ) ... ( FIELD SURVEY ONTROr WAS BY CUSE� TRAVERSE ,, / I I 1 e • _ -� T - /° / , , I I I I 1 4 W/ THRUST BUCKING / _ I • LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, 11 4 j I _- - - F e \ IN ACCORDANCE WITS WAC i32 -i30 -100. / , ° I 1 1'C SS I \ .� • '. r 4 - _ -_' • - ( I 101 I, ! MT + / .' i, • rr { • ►- ►4- :_.. 7 7l - - E � `2 � 1 -,- -- vi 12 y 7 DO / T : r �T: ~'- Qr Y DATUM ; 2+44.38 / - • y . . 3± TOP OF CURB = 464.2 __ .. : . : . 1 r 7 I a i.;. _ • t ! _ 1 '/i I .... • 1 -4 - x8" TEE ( FLxMJ) ASSUMED CATL,M i 43.4 I i 1 I i =1 "I - �- -- I 45 �8 D.I. CL�2 �� -f, VE / 22 5' END (MJ , 1 -8" GATE VALVE (FLxMJ 1 rte °."- ___f____., - - -- - I % i -4 "x8' REDUCER (FL) I I - -- - i - ' c ✓ W THRUST BLOCKIN �. - . . -� • .•P. 1 -' I... W/ THRUST B LOCKING _ • 1 , , ^- .. =y o _ _ _ E b 1 . :1/ J WATER DISTRICT NO 125 STANDARD NOTES , . 1 . ,, :: , / \ \ t / -c 1 15' W'ATE - - c • . i. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED 1 \ I M � � • R FROM AVAILABLE RECORDS AN ARE SHOWN FJR CONVENIENCE. THE ' \ j 45 BEND (MJ) 1 1 7 • :� 1 i. . . . i . 1 -F!RE HYDRANT PER I• I \ \ 1 ■ 1 -8" ' 10' WATER i • ' , • , . , l • , I j VERIFICATION OF LOCATION DISTRICT STANDARDS I ! S TR� W/ THRUST BLOCKING ` ES MT REMOVED 3 . : { ' r CONTRACTOR SHALL BE RESPONSIBLE FOR VE �• r` SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTIUTIES NOT SHOWN 1- 5'x6'• TEE (MJxFL) I • it _ � I \ , \ I \ ' ` I I I I 1 1 A +► � ' • ' I `% ' SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL =' Li 5' WATER E ! ! \ T 1 -6" GATE VALVE (FL) q 1 I 1 1 ' r I CONTACT HE JTILITiES UtvDERGRJUND LC ATION CENTER (1- 800 - 424 - 5555) W/ THRUST BLOCKING I ( W� IC2 T D O 1 \ \ \ I ` \ \ I j \ I I 1 • I 1 't ';` .'.. .'...' ' _ PR TO CONSTRUCTION. THE JWNER CR HIS REPRESENTATIVE SHALL BE I I i 1 \ EXIST. WEL TG \ I ✓ f„ i r + , • l CONTACTED iF A UTILI T Y CUNFU T EXIS T S. II I I c 5 C ' 1 7 \ , I ' 1 i� ABAND I MEN TS PER 1 1 \ I \\ \ I I 7 •.•. �..'.'.. ` ! 6 M I ` 1 1 ' ? 2. CONTRACTOR SHALL NOTIFY D!S - RIOT ENGINEE A MINI U M OF 48 HOU S• R M R Q 7 ' x C'• .. IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. Q I • II I < C•1\,1 I \ \ I I 8 I I I I I 1 ` II 1 \ ( •., i` i . , ° i.. 3 . CONTRA: TOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. `,I a \\ ' " D.O.E. REQU 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE 0 i t • j \ I I I 11 I T • \ BI 1 1 �.� REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE c�1 ( , j d L I D ON METER BOX . RE OV v 1 t • FE r c ' I I I I I ( I `' ' . • I I ENGIN_ R'S SI G N. CCO RD AN CE WITH I I •' ' S. CONTRACTOR SHALL INSTALL = CUIPMENT IN A ; ` \ 1 1 I t: ' I J 'I I MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS. '; t I ' ( \ I \ '' I • ' ' • ' + 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. i! `, 1 I c 1 I \` \ I i I " i \ I I / X I :,_,',.,... ' ' � ' ' . , r' ' I 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR 7' - \ I I I 1 i� W' a MECHANICAL JOINT CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH A. ■ 1 I I I I I \ :..3 I r \ \ \ I I I I I i I I COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH Ev I I;' 5' WATER ESI•tT _ - _ _ , _ I , . � II !__ I I I I / >) I 1 - , I . = _ MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON E - DEDICATED TO - ' J X I \'�.. o AND SHALL CONFORM TC A?PUCABLE PORTIONS OF ANSI STANDARD A21.10, 1 - i.. .. z WD 25, TYP. �- - � _ f �- - x /'� / ! 1` �'` M o v I A21.11, B16.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI r I I ' , � ll , 16 - BOX MAILBOX R/\CK , \ _ ANG WILL BE VALVES CEMENT _INEC. o WITH MINIMUM 1 I � - � - . .. \ ,�, \ o 1 i :� � I Z . �� f I ,� 1 1 / -7 ' r 8 '54'50 � I �` x 8. ALL GATE TO BE MUELLER. ALL BY HYDRANTS ON 7C BE WD +U 25 • + I r C,EARAr;Ct u I L'' \ % l I ( / I / I I I ( kJ 9 CU T -INS AND LIVE APS TJ BE MADE TRACTOR. 1 �_ t . _BOa a BA r OF `' UEWAL C LOT L NE TO BE I 1 \ \ / I / ' I J ' ' ( SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS `' 1 -FIRE HYDRANT ,i 11 \ 1 I .. ... • r r I I -SEE DE \ `ELIMINY,,TED ` \ I \ \ I I / ' I I I I / I J - IN ADVANCE. i DISTRIC . S NDAR S 1 -8 "x6" TEL (MJ ,,FL) I I 10. CAST IRON MECHANICAL ,DINT SLEEVE COUPLINGS REQUIRED. • I I / I , 1 \ \ I I I I ( f I I L ABANDON ExISTING 11. TAPPING SLEEVES SHALL_ BE MUELLER CAST IRON, JCM EPDXY COATED • 1-6" GATE vALvE (FL) 1 5x2`' \ ✓� I \ \ I +/ I 1 W/ THRUST BLOCI• , NG \ I \ EASEMENT \ t I \ 2 \ I I I ' I I i J I I + I I I I I I I PLUG O O STEEL, OR ROM AC SST n TH STAINLESS STEED FLANGE. I \ 1 I \ , ` I 1 ,i I \ I I I I / I I ! / I PLUG CORP STOP 12 . CONTRACTOR 1S RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES I J • , I AT THE MAIN A ND SIZES FCR CCUPLINJS, CONNECTIONS, CUT -INS, AND LIVE TAPS. .I I ; \ N . , i I ( • \ I I I I I I I I I / I I I I . ; • - Y - 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. • ul 'P, t i / / :'UUU I I I i1 \ I ' I I I I I I l I i I ' _f____ 14. DEVELOPER TQ PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. : - • \ I I • I \ I I / I I 15. ALL METER LOCATIONS 0 BE COORDINATED WITH WATER DISTRICT NO. 125 3 , t SUPERINTENDENT. .?' II I • \ \ I I \ I I I I I I I I I )� I I , 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO ,.. \ I I I I I I I V • 1 . OMM ENCEMENT OF CONSTRUCTION. \• \ I TAP ISER,' :.CE ON ! 1 1 I I \ I GATE , EXISTING I I l ` r�i, ,, Cl) 17. NC CHANGES A RE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD . ! E�CIS 1 G GAIN I I I 1 FIRE HYDRANT' TO I L I REL I I I I I I I I 1 X125 SJPERINTENDENT OR DISTRICT ENGINEER. t- - - 14-- ti... I ' I I ( BEHI ■ D SIDEWALK ` I I { 1 - N � i_ x, +. ; i i -hCi J 1 ` I I I I I , I I W 18. REFER TO WD 12� ONDITIONS ANO STANDARDS, FOR ALL REMAINING I _ _ -- -_ ; /,' - - - �- \ 1 I ' I I NOTE ANC D ETAIL S. ' , t L ' 2 1 II 1 I - - i - - \ \ / . r- .. ? I I > 19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING • e� - •---, _ - - - = -u :,= C `yq _ a . 1 - + - T - • ... I , \ \ \ \ I I I f : : C :;I.; , 1 \ I II I I II i Q WATER METER. T -"' - • r\ • • P 'e 1 �_ _}_ . _ . MAXIMUM ALLOWABLE /PEN TRENCH SHALL BE SO'. • o = _ - - - A AA .PEly gr- 4s- 9 . I I I •' 21. STOCK PILES SHALL BE. COVERED DURING ALL PERIODS OF PRECIPITATION. ,,• 8 \ \ ..I r . ■ 1 EXIST 8 ' DL. WATE r :� Y-- - _ - A \ -- - - _ ; _\ �/ - -- _ z T - - _ ^ _ - _ - ., T - T _ . � I I 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST T • T o i - � v , ?5.r I N 7'55 8' • -- - 1.'''.'.' l � ) I \ I : I - REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT l I \ I ! ' o a -- I ' ' I • • - • . -- _..'i j : T :. t• :• :AI' l ... , . Tt'!' " ...) .. -NtAIL BOX c . \ I / / / \ III i ENGINEER. ALL COMPA TION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95X (. _ _ _ - \ .. . . p .- -•• - �,. • / ) I I I MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM U -1557. ALL OTHER AREAS • - Y ' :------.-.--:. -- - �f , r 1 y / / rI / / TO BE 9O MAXIMUM DENSITY MODIFIED PROCTOR. • -- t • I - - I C ❑ TO CITY OF TUKWILA n - '- Q • . ' I ..... �' T. ITC. T , 1 "/1 I 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE I ' t. ,( j � PEJ wk S . • 14 6 T H J S T • \ - � •���, ��� '0 ISING, / / , ' INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. V-' / C �`T , \ \ � - � 4.6. I > �' } � ' 1 ( � •, I I / I ( 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA �V -1 6 II ' REQUIREMENTS. 1-8" TAPPING TEE (FL) I / l''''' 1 H ( I 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY 1 -8" TAPPING GATE VALVE (FLxMJ) I 7\74 (� CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. w/ THRUST BLOCKING I I 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, •I . 4 -\ • / / ) VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. ,� ` `0 � , � �_ 125 STANDARDS. " • ' ' � " 1 I PE II I I I 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE S�t,K I I +- ., ., i 4- •Of * 4 S ! / � e+ 1 I I I \ WITNESSED EiX 21CT NO 125. - Q ,. C 0 ut071.0"Y UK% ■n cosi, t s O J /y„t 1. q` P l i 1 I S'r1U 4 , _ ` i tit_ SL PLANS ARL "AS- BUILT" ‘ i `' 4.. \\ I I i 1 �. of W4 0 � � o x C a' l ', NOTE: 1 AND THE INFORMATION SHOWN yy 1 40, l � ` . ACCURATELY REFLECTS EXISTING f 3J " ' I' FIELD CONDITIONS AS OF THIS f .) 's Y before you LOCATIONS SHOWN HEREON E 'S RESPONSIBILITY Y TO APPROXIMATE DETERMINE THE T SHAG E THE • DATE IZ- 1-Z000 f i ' 4 L L D [� EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- ��� /v �7" GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO ti I , � $ , EKV+e u 30�i Z , FSi \�` REPRESENTATION IS MADE THAT ALL EXISTING UTIUTIES ARE si owN , t. WILLIAM S11LIf'E HCiLMBERG PLS 11332 "' S10NAL HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY'OR UTILITIES t • 1 -800- 424 -5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. I CALL BEFORE YOU DIG: ' -800-424-5555 EX 11/30/00 l UNDERGROUND SERVICE (LSA) rt j JUNE 16, 1999 T R I D O R INC. JOB NO. 99154-80 DESIGNED TJR It /r� /�, / ' ' SC ALE 1 " : 3 f .._ . 3 Finr.A L - Ccti4 ac T EO IAys__�� - P iv__1J_8_ FOSTER HEIGHTS WATER EXTENSION • DRAWN JEF • REVISED PER PACE & CO REVIEW 2/21 /00 RGH TJR , ' " 7 " KING COUNTY WATER DISTRICT NO. 1 I 2 5 SLAVE rE DWG NO. 14?2- 4W1.DWG ,a RE VISE D PER PACE REVIEW 6/21/99 X99 JEF TJR f l i l t _ W ELD 800K WAT ER PLAN L. A N 'I SHEET 1 G4 2 :NECKED TJR y„1'u FlLE : \ 1422- 4W1A.DWG ` 1 I t REVISION DATE BY APP'D . ( I I r ..... + , S ...Y!!•..,,. • :* -. .JI/�\ Ir .>��yv.. - . u•►I.Wa.r��. R.. Gh4m" ....,.... 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