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HomeMy WebLinkAboutPermit 5644 - Embassy Suites - Grading / Fill bU1LV1 U petimi 1 (POST WITH INSP 'TION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 (BUILDING 5i, /'PERMIT NO. Y DATE ISSUED: 1— Ire . -T -,Y9 15920 W Valley Hy PROJFC T FEES DESCRIPTION AMOUNT RCPT 1 DATE BUILDING PERMIT FEE 239.00aidL 45.00 ADDRESS 2800 Cantrell Rd. /P.O. Box 34167, Little Rock, AZ ZIP 72203 WA. ST. CONTRACTOR'S LICENSE # PICKEBC 122N3 PLAN CHECK FEE BUILDING SURCHARGE 3.50 ADDRESS 220 W. Harrison St, Seattle, WA ZIP 98119 SQUARE 1 ENERGY SURCHARGE SQUARE p OCC. •A. SQUARE OCC. • 1 OTHER: TOTAL ■ C. *AD TOTAL - 287.50 #89 -098 INFORh1ATIOr SUI # ALU 0 • - I r•` 's 100,000.00 PROJECTNAME/TENANT EMBASSY SUITES HOTEL GRADE AND FILL ASSESSOR ACCOUNTS 000 - 580 - 0024 -00 TYPE OF 0 New Building 0 Addition U Tenant Improvement (commercial) U Demolition (building) (X,) Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Fill existing property to elevate grade for new hotel and garage structures. PROPERTY OWNER Helen B. Nelsen /Embassy Suites Corporation PHONE ADDRESS 15643 W Valley Hy, Tukwila, WA ZIP 98188 CONTRACTOR Pickens -Bond Construction Co. PHONE 501 - 666 -6200 ADDRESS 2800 Cantrell Rd. /P.O. Box 34167, Little Rock, AZ ZIP 72203 WA. ST. CONTRACTOR'S LICENSE # PICKEBC 122N3 EXP. DATE .Mit a•' ' ABKJ Engineers (Jack Kinney) PHONE 285 -1185 ADDRESS 220 W. Harrison St, Seattle, WA ZIP 98119 USE -) / / CODE COMPLIANCE / / / PRINT NA .,3„ 4.: - '&1ZoLt91-3 COMPANYric -V, 14• 1301,5 D S`rtz.Ue -sic FLooR SQUARE 4 OCC. • • SQUARE FE OCC. • • SQUARE 1 OCC. OA. SQUARE p OCC. •A. SQUARE OCC. • 1 TOTAL • : F . TOTAL ■ C. *AD TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year) SETBACKS: fY - S - E - W FIRE PROTECTION: OSprinklers O Detectors ❑ N/A UTILITY PERMITS REQUIRED? O Yes O N o (through Public Works) ZONING: BAR /LAND USE CONDITIONSOYes 0 No PRINT NA .,3„ 4.: - '&1ZoLt91-3 COMPANYric -V, 14• 1301,5 D S`rtz.Ue -sic CONDITIONS (other than those noted on or attached to permit/plans): • /Th APPROVED FOR BUILDING OFFICIAL DATE: 7- -59 ISSUANCE BY: Vi-,/ 1 hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. Gt4ATURE: ' A(♦i,. F. DATE: -1 " 1' 09 PRINT NA .,3„ 4.: - '&1ZoLt91-3 COMPANYric -V, 14• 1301,5 D S`rtz.Ue -sic 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 suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF Li j OCCUPANCY NO. 1 DATE ISSUED: GRADING /FILL PERMIT APPLICATION TRACKING PLAN CHECK NUMBER gGi PROJECT NAME £rrn.b0 .4.4,/ j/-v" -666 SITE ADDRESS /5-q.;? o w U61Ji N/ SUITE NO, INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. ,BUILDING - initial review .531, PLANNING 5-1 TN OPUBLIC WORKS 0 OTHER 5-' 7-gg , (ROUTED) Wes, ^r�j� INIT:iVrZ$. 6- -z•• -� INIT: NS i L ANT: Date ent - Date Approved - ZONING: SEPA CHECKLIST REWIRED 4 BARA.AND rONDITIONS? [ 7 Yea [—J No DETERMINATION: t nic REFERENCE FILE NOS.: P i c-- (6 - B 8 UTILITY PERMITS REWIRED? (] Yee [ ] No INIT: HAULING PERMIT REWIRED? 'jgi Yes fl No PUBLIC WORKS LETTER DATED: (r, /1g/e 9 'BUILDING - final review UBC EDITION (year): INIT: REVIEW COMPLETED PERMIT NO. CONTACTED , / 9 DATE READY DATE NOTIFI - 9 .�3-- 0 BY: (init.) (�� PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY: (init.) AMOUNT OWING o? $9 5O 3RD NOTIFICATION 3.6 n:upaii a 1 • GRADING/FILL PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PLAN CHECK NUMBER ?Q -oQ THIS FORM IS TO BE USED IF GRADING /FILL IS NOT ALREADY INCLUDED AS PART OF A BUILDING PE MIT. FEES (for staff use only) DESCRIPTION:::::::.:::.: >; .`:> : AMOUNT:: RCPT: # DATE.: . BASIC PERMIT :FEE < 4' 00.:::. DESCRIBE THE PURPOSE AND EXTENT OF FILL/GRAD NG :1 / `, Wit ,j ,y £ /%�% %' /--ii fib /✓5 /% Aefi / �' / /fr%%/ � -,dt / "�', ill% 4-0-:(//i v__ v PLAN >CHECK FEE . ;! 5,00 PHONE ADDRESS N e, /j/ a / 60 y# BUILDING; SURCHARGES( ,4'S CONTRACTOR _ _ _ / _ _ _._ _ ..? A i .y A., PHONE/ 66 a ' OTHER::::;: ZIP �z63 / WA. ST. CONTRACTOR'S ICENSE # j/(% Qtr /2f . EXP. DATE :TOTAL - .:. R`7 U.: ADDRESS 7Z i ir d ` _ _ r! i__ ZI 8 SITE ADDRESS / Gf;z0 'Z(] U ITtt-" .i% )i, A, ' .- R,, i r 4 AYA / VALUE OF WORK - $ //oo (r 2 E PROJECT NAME/TENANT 5190:1 ASSESSOR ACCOUNT # ODO -FM - ee.2-06) -fiV7I CU (YAR S) FILL (YARDS) ,0" "Mid 0,,let14 DESCRIBE THE PURPOSE AND EXTENT OF FILL/GRAD NG :1 / `, Wit ,j ,y £ /%�% %' /--ii fib /✓5 /% Aefi / �' / /fr%%/ � -,dt / "�', ill% 4-0-:(//i v__ v PROPERTY OWNS• �/ / 1 ♦, i > ` i frX0 9B" PHONE ADDRESS N e, /j/ a / 60 y# ZIP fif� ,4'S CONTRACTOR _ _ _ / _ _ _._ _ ..? A i .y A., PHONE/ 66 a ' ADDRESS 2g'ii) C lJ/vg4 -- i / go Po ',1/ �7 ,b 2ZE4 ZIP �z63 / WA. ST. CONTRACTOR'S ICENSE # j/(% Qtr /2f . EXP. DATE ARCHI-TEe'T� /y( / //7// ( ! ,�/ vokagy) P H ON E ADDRESS 7Z i ir d ` _ _ r! i__ ZI 8 RTlFY< RREC' SIGNATURE .14 NDKNO! BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME ADDRESS �/ r 4/0/5M1-. CONTACT PERSON /�' /r1,Vi ,a� 4!4/A APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by 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 anniifant ?s defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development at 433 -1849. CITY /ZIP l ! ," Cg /l9 PHONE 2,. �%/6 DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES /1-1/-89 03130/89 S�tBMITTAL CHECkLIST GRADING/FILL/EXCAVATION Completed grading/fill application ra Two (2) sets of plans, which include: • Site plan • Topography -both existing and proposed co ntours • Temporary erosion control (if applicable) ZSoils report stamped by a Washington State licensed engineer may be required (2 copies) n Environmental Review completed through Planning El A separate utility permit application and plan submittal may be required depending upon scope of work A hauling permit mbe required by Public Works. A separate application is required in addition to route map, $2,000 bond, certificate of insurance, and $25.00 permit fee. :wart owning Ing 6861, O I AM V'1l�110 iI1.:. dO A113 03A 3 CITY OF TUKWILA 8u11 Department 6300 .: Acenter Boulevard Tukw ; WA 98188 (206) 431 -3670 Type of Inspection Site Address /We, 2—e7 Requestor Special Instructions INSPECTION RECORD PERMIT # , Cr y Date 44112.47 Date Wanted Z /G ---'d a.m. p.m Project �'�S S 5e•, Phone # Inspection Results /Comments • Inspector /_ O4 . Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # Date *OM Type of Inspection ,=3/1 — 6YQil/h fA24 Date Wanted / 0f /8q' a.m. p.m, Site Address 15' q aQ 1.0 jia-2 Project 6 v/ [�'t-- j Requestor • ' 4% .,i� 6v../...4-•/%5, U� Phone # _ p� Special Instructions Inspection Results /Comments: 4 re,e, ,oz n -e e �� a a #'e Inspector 749- 7. 44 -1 Z- eTe3) Date ////‘fr7 Geo[J Engineers Pickens -Bond Construction Company P.O. Box 58502 Seattle, Washington 98138 Attention: Mr. Richard Lewis Cgto 54.1& y/B November 29, 1989 Progress Report Earthwork Monitoring and Fill Settlement Evaluation Embassy Suites Hotel Tukwila, Washington File No. 1333 - 003 -BO5 Consulting Geotechnical Engineers and Geologists At your request, this letter presents a summary of our monitoring of the earthwork activities which have been accomplished to date for the new Embassy Suites Hotel in Tukwila, Washington. These construction monitoring services have included monitoring site preparation, monitoring placement and compaction of fill under Permit 5644, and evaluation of the settlement of the fill. Site visits began on July 18, 1989 and continued on an almost daily basis through July 31, 1989, at which time filling was completed. Our observations and recommendations were summarized in daily field reports, copies of which are attached. Based on our observations and testing, it is our opinion that the filling was accomplished in general accordance with our recommendations and the project specifications. As stated in our letter dated October 30, 1989, we have evaluated the settlement of the fill, and conclude that the fill has sufficiently settled such that other phases of construction may begin. We anticipate that our firm will continue to provide construction monitoring services during the remainder of the project. Our services will include monitoring pile installation, placement and compaction of backfill or other additional earthwork required for the building, and placement and compaction of utility trench backfill. Gt iEngiru rs, Inc. 2405140th Mt NE, Suite 105 Bc leiliF, WA 98005 Telephone (216) 746-52(0 PAL i) 746,5068 Geo Engineers Pickens -Bond Construction Co. November. 29, 1989 Page 2 We trust that, this letter meets your present needs.. Please contact us . as soon as possible regarding your schedule for pile installation or other geotechnical- related aspects of construction so that we may schedule our future monitoring services. If you have any questions, please call. Yours very truly, GeoEngineers, Inc. c)(1/;16/;,ArAID Nancy IY. Tochko Project Engineer • James B. Thompson Associate Two copies submitted cc Sevelex Consultants Attn: Mr. Timothy D.. Levin .;. GeoEngineers It 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 . FIELD RE 'IT File No. /333-03-5 Project: Ernba t5 6oit A \ Date: / 7 / 18 / 89 Owner: 1 t✓ rnbas6■1 6u vt-e5 Report No. / Prepared by: (peco.. Carcc3( can Location: TvK i Icy Arrival Time: 1430 Page: / of Purpose of Visit: CQnS+r *tto■ Mar‘t+or-tn Weather: 50nn11 - 70 Depart. Time: ISOC Permit No. 1 Mk- 1 ir-` • • 4. r.vhtrn +hate. r. -fc' be prcxrFroI1 '1hL obgrcicte tes4D •1 -t'[ii-N `Iwo -Feet -FiIl. R- .5incie IylcKhce1 rIp(--,t- I apro:.i-tnc- nn rjerrnnIi -)h1n9 -I-h e par-AC t r\eij 104 4 nfot )rvi �4-he cStti 0(15 .-5-1c:(1-ton , ?he. a sphcii -E- pec e l--c rn pt I_e -to 4J- E ocx -h ck.)he.). e ±'(-.e 4,-i-r k p ecl to i 15 , `rhea rE 5+ of 44 e <,i't I I c, rct 5 0ci to t ciaNcA +Ir0+- ho . bPLAN c oi- le.)-1- nc14- r ra Keck - (6eP I iow� c.ctC ) c a r x . . MCCO.nr, Co05\r-c c'ta CI t-i- t . o e .l n* / 4 . 1 S , -7 y hart -houa h-t- boe wjx rtitecl IQ prc —t•al l #%'e 9 rai,55 - V ar I< .rn rci -i-he �t/ exle-+ 10 bC3. ( n plac r ns -Ft I I or■ Mt )rcta`1 '7 / o1 8g . We LA),I I pi-co-Pot( `4--he 5t ' pp(--1 j . Db9 ( cke 0 her, he Hernl t+tcr) r reu) nn 4:1nt6h( d Long Acfes ct-7" -- -, e 5 r. II �c : r _ fir This report presents opinions formed as a result of our observation of activities relating to geotechnlcal engineering. We rely on the contractor to comply with the plane and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for Job or site safety on this project. Attachments: Distribution: Signed: ` iQ.0htci CGGACOACIa t I AG 07 GeoEngineers I'. 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746-5200 FIELD RE • : AT - Filet 3 33 -a3 Project: Cr bast∎I 6th+es rite% Date: 7` Z!/ 89 Owner: 6trn - 500e-5 b \J 50r Report No. Prepared by: Cebria. Co - coc-ox) Location: 1 TUK4)ci0. Arrival Time: / S30 Page: / of Purpose of Visit: Weather: Gor∎ truc.:1-ton Molmt-artno: So tr'U - l0 Depart. Time: t 730 Permit No. I vi5 f-ted -the 611e *Idol In rr -tar &ar+hu k,t< a►c e +ie, and conc{uc -1- r(entc1-y -ring 'Me old 5-17-rx:fo r e Gi oc.! pa f it-L nc3 (cs+ hat lair. rem ( , rrhe demo/ (-Han (rPrJ 1•5 ju6+ - nl5h.cru3 rernova1 c)-F- ‘44i e Old faurdrai-iQn . n -1 o iz inch rill eci-tor) c nr^I no u..)933Jine3 L4X1,6 ob6etaeCI Churl nc •-he prcX.X -re limp, cri -I-he 6i-ripped curio, A-I I 0 ! - •. A ! • • • .a ■ — • awl f 15.45_ at. v-ha 5th ha 5 heLn rf? n a led . _)ac1L 1�1 `Cct.r� Con�truc.+ta r1 o� ptrl.:Ccrrr3 rand cQrn�r+t n9 -1 n in -she ibr+i Cen11Ci.1 a r� c1 Cent runt r-ren of 4-he 6 t+e a.s hot.tir\ hjelbc..J , ±even Ct r +y .--e6 +5 bocr-a condcecl nom! , nd ra.+e 4-he .`)u r =if1 ce. t 5 com(Jsa,Cr'I 5u{fic tertt 4-0 cur- r e orme_f1G for 1n OIL o4 +he. -cal d 5 eKc„2r 7-7 . tide_ recommend re c mpar -i t. rv3 4-hvS o r -ec AI i S • C • 1rl - . 1k rt► .Alt - •y+ • i%%_ `a 6t'a ed area - -CA 1 ( ' ''.I = , =s :: ( Poi- -to 5coi,le� This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the protect Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: Signed' QiL COA_CDACLi) 1■1 •• f•• GeoEngineers I 2405 - 140th Ave. N.E. Bellevue, WA98005 (206) 746 -5200 FIELD RE qT File No. 1333 -0O3- 3c Date: '7 /al /$g Project: Emba6e:N t.�c.)(fes defie Owner: Ember ties Report No. 3 Prepared by: c ores, t fraud Location: Ttv tta, Arrival Time: / 330 Page: / of � Purpose of Visit: C.CrI6trvCtfOr1 Mont�tor>"s Weather: x ri -- "Co Depart. Time: 54S Permit No. / el r-r>luer -1 on a i te. al- 13.'50 -!to MC n t1 r ea.r4- 41WaNC nci- rot+t.e5 awl carieloc+- ((en 't•.( -teb-I-S . Jack. M Cann t rvn ,+e ca c-A ke mated -1 -hn't I nr'l c" i cy` brc s<e rin i -o r1 4-4P j S, Mt3 r f) t r V:s cu c1 pre uerrF 't ±het\ - c - r o (TN arylu ► a V + noc -C( ! l `i.oc(a_ti .. -.A '. , -A • 1Q. "QCs 1C1 s° £ 4 ■a —.1 • _ _ Jar\r,l ; ,1 c' .e r�i -rno +- nrf *e 6 t+s. 1-he, m&ert of l 5 romp/lc:tPCt m g I 40 9 i pea rcen* svccicien ) -f-r cor rc r r r er\ Ciai --tc t16 - Eigh4 15(- tenpn-t- nYu-Kes hoop •betar' Se+ .arid ,5curueyr - -c4 in e bf,iIct( r arem cir d abrc -$-he .... ti . Seta)ems' /fns. ( see bPtoi -o) •` AiT X - R ,prow cde Set+ Cement f ��r _ X / / • / tIlarKer'- / / / / t± oaa. -ion5 / / / )5 // / l Fill X X X f-bl- -tom 5co.Ae This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor. his employees or agents. Our firm will not be responsible for Job or site safety on this project. Attachments: Distribution: Signed. `t- a.U(U- CcL&CCAAQ.A /]GI AG 07 GeoEngineers It. 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIELD RE ��;..AT File No. -4(3-13435 Project: EMbQ661 S ti-e.5 do el Date: "1 Itzf9et Owner: EMbQtb■I 6utie5 Report No. 4- Prepared b : 1'a.f1 Location: TUICiw1ICt. Arrival Time: /a30 Page: of Purpose of Visit: C Sts ud -ton mom-tor i nod Weather: O Sunny- 15 Depart, Time: /400 Permit No. 1 Visriera +kre 5c1e. -t th - - momi r en 4- hwot'K oth v rke 05 4otbwb % The, no r4eo.. + t+'.e t +- rr al --tcv- Loc,.s h i+- 4- bent- toctCIL J l 44w ma-te,e - t tern rr rc re 5u t-Ue ∎t A (,ow— 44- Uc.k.. l c.t-vrg..trx3 +0daLf - minim i +he r t) 5+ $O-' lant3 Pir -re.6 V t'Jttbr6 -7 but Id' Qj 15 4 used tt t -h , .1. 400+ a-r a node? 9 o 1-esi-s c nci tco3e q4- -+0 % p ^ct- connpac hon . •1.. c-ecommeAck recur ivoct-c+torl t r1 4-he O `fi ` " ."3 ° '94F41e - b..)tkl l t\C4 lA)re . cc(\\■ q 4 rceA+ b achte.Ori - McCaAN Con6-fir1..)c*t4t1 t . 1- gtr\.n.,rn •b FD tQ.ce. t t c o 44(Ne boo -1-\ 9.1..1___Q=, �r�C - ' • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plane and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our term will not be responsible for job or site safety on this project. Attachments: Disfrlbution: Signed F I •c D9 GeoEngineers If. 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIELD RE RT File No. 1333 - CO3.130s Project: ��//�� Em 56 301 f /id el el Date: 7 1 z4 j99 Owner: I Cm bcaL075y 6011e5 Report No. S Prepared by: Cebto, Cornwall Location: %U41.4) 1 l0. Arrival Time: (ZOO Page: / of I Purpose of Visit: Ccn =1 -ton Nlanrforcnc3. Weather: Sunny - 75 Depart. Time: IL•O Permit No. / v/61-ice 61-le yocla', *o man r-rr eu.r m r!e Gel-loch e5 4 -fbi (oc \5! Dc-n5 ri-v -fee ,± 6 tAAsrP cohric.. r' i ed r r1 +he 6a1•441 4-hc rd a -1--he t +e. (15 M CCan r\ - t t,led '4 --Ir■e. a e0._ u.) r 1 n -1 4c c1 +- 9'-oc�6e - / n to 11,I cir-4 £4j3 I.'„rJ c1aM.- nac.+ect -r 90 9 3 mar tr_oly,pga -�cr,� fl • i� C�1" re - Co +he area. a-, 1..._s- ratAN, reenmr -• (\ cci-to gt` ' erC' +._ , cor\pC r#ed inGreci. ec -to 96r cer+ - The 5e Mer - rarer in center- of 4-he bo t td c rx3 u ILr\ocK.erk dOLL r\ by a 1-rvr K. aiNri re min c ec - Jact_ Mcco.Ar. ptou)5 an hcuurr +he _5 urue.yor.b re -afoot 9 rc de. and 44 e. 6 etk.te ten+- i r cu— er -4ern o t -tots) - This report presents opinions formed as a result of our observation of activities relating to geolechnicat engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, hls employees or agents, Our firm will not be responsible for lob or site safely on this project. Attachments: Distribution: Signed: 1i11O JYtb l CIAC a - - <•r:: �. GeoEngineers I 2405. 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIELD RE �T , 1;;, File lye. !333-003 13os Date: 1 125 j 8q Project: i'rt.EX1.5o V 6L)rle , iei Owner: bra ay Soyfe5 n Report No. 6 Prepared by: rp. Cot-COcci) Location: %[)Kc.J r lo_ Arrival Time: 1300 Page: / of 1 Purpose of Visit: eORbtrUC.A -tort MaN+4r1n5 Weather: sunny - 15° Depart. Time: 1b30 Permit No. I V 151 i•ed I-4- tie --t o_ -b rront -or- +4 e eau- 4 - v.lart QGi-wri-te3 ra i iow� : --rhe 3a.)-4--h third 04 9ne 51-fe i 5 a-i- g rants anc'l C..�rwnrtErl Irbrrz 95- -+0 9 E -x rc -.ni- _ igc-Cn n n Con 51 rc o n r r n Ia •=- 4a.i = . r.a ! 0 N 6„ A CA- i-ine but Vittn . The e 5coi-i- ucPr1.1" 5e..44-%Meri+ rnra_ • O_6 _ . 1 i •.J- tin rep tace r1- replaced -- -rte cAr,+er- m u- e r- hci. CIi5n_ uoi-h rrcut - werp re-.so NJ e cart h J3oN.4-huge &r r✓ nc9i n—r n -} -10t5 aCie r-f\ec r' , Compacklor, o-C- -We burtdrms arecL v.)i11 iDc r/Ar~•c -r t ed -crr rr )- This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: Signed* 1L aJ t c64oe,car " GeoEngineers I. 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIELD RE I IT File No. 033_00_ 805 Date: 712...co (8°k Project: Emba6Sy 5 u (ley met Owner: f£m1a y 5ut-Fe.5 Report No. 7 Prepared by: DebrcL Cc ara.n Location: To 11.4.1..)110,_ Arrival Time: /30c) Page: l of 1 Purpose of Visit: *11 1-r- c- '!o Or +ors Weather: p • ,4. Depart. Time: .00 Permit No. I v i3 tfedt 1'\e- r-te -foctci_y -% monitor ear44 OT.< mac. ut+te5 n.nr1 ccnciuc-t- ctee +-N +e3t6, R-11 a +he_ 3 tle_ / 5 Up tt 9 r de J- c\ co mDa .c lci -}0 q 5 pet cen-k- excel+ o.. 5 t1ar -- 5-i-rt (a -fry r'n 3t.)-t-in o4 Lon9 acre S xi Q pp reo(t r Nakett ∎I 100 -Pee+ 4- ZOO 4eP 043n in +he c.exN\ -e &- c '0he 5 6-e - M cCci.nn (on.trtx+ ton i 5 hr/Lit mr:\ I n o_ -Cane -b ., . - _. .•• CO .. _ 1 • .. dk _ 1 -fce,4 c 441(.." rr yxisr to I popr + . erth pl0r(3 approwma1f'l .. re 5I '_ - V -te re co rwse t'cl add 1+1a nr 1 co rn.6xc c+i 0 n i tl 4I-h e r K +r'a t 5+r t p cu-eCt re.4ere cfl a_b c e hzrQ e. t 1 • tom • • c. • 1•: Jl. A- 5a.mo le_ c,-F '4-4 clec. n 1101 5 -k er -Co r mo. -xtm,u rr steno t'tl d -m L no. +t a n . 1 Thie report presents opinions formed as a result of our observation of activities relating to geotechnicat engineering. We rely on the contractor to comply with the plane and specifications Throughout the duration of the protect Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for Job or site safety on this project. Attachments: Distribution: Signed: C.)ava c A rC1.Q nCl •G CA '7 J GeoEngineers i' 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIELD RE RT File No. i 3-c03- 60 Project: rmLYiSS ■7 �3U1*e3 t-b Date: -1/2-77181 Report No. B Owner: Ernbn s ∎i 5thte5 Prepared by: 1:LII. •_ •t .Vg . Location: Arrival Time: u • I730 Page: lof 1 Purpose of Visit: MOr. Weather: 5onn. - 7S o Depart. Time: 153• Permit No. •. l _a • a • n• / o rrr uer/ on -vie f Lynn -I0 imr star 1/44-he R tacemeire GE '4-ke `l-f r1e.z,1 - c- ne,4-- c rr ko -ic2I arYj -1-p ccNrtuct- ("161rl5t'4-&J R gt-P 1 --t rvo 4C) rr 4I t ?rn -nom t k occ01316t i\ g et 16 i'` '.trvi `'Tk-nCV Et t&- rf I x)p(e>arl -c-in I-- '1-\e -Firy:LI foci c iI, R- Goa ier- -4-nxL i5 Or bits - * lL ir\c3 ch cfic- 014 L1 ■-r\larN P v V e..-t r-y3 i t1 `-441e- r V cjn ,land - Irm r'if Nr QryrVan heel s > >I rnr 61- r)c-4"tOr P9 r)1 mavvi- u.40tC1 1 hone c ■ ckc t )1i1 rnn IN PA) t f ( r- j r\O i r) 1/44-hc 5 6CL!l('1 hco t-a3 P Of 1 +5 on j {-r,r-rn 5M and ,g j e-P - Jar v_ Plc-Ca nn nir. n:5 n n hr., r toc:- r r rnAie 1 ct.i c\ i is . • t. a a • II.- .. .. •. . ■ r C 3 _ a _ 0 • • . Z . s► d J.. I • • ma - 4-c 1 4-0 \ 71 6) q 7 -fc) j] r e s r d Lcm p C stilt°_ 14 •.• .a• • $ !mid r - r _ . l• . - 4 A_ • 1.- a• • t 5 •. r`r•\ ■ a t • ro t• Ala - • _ C"... . • ■ ! ' ad n J`t- This report presents opinions formed as a result of our obaervalion of activitlea relating 1d geotechnical engineering. Ws rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responslble for Job or site safety on this project. Attachments: Distribution: Signed: � CCLAGOAnif - ' GeoEngineers I. 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIELD REr . 1T t. File No. / 333r d03- rS Project: emba55y 3o1-1e3 /-biel Date: i /z818g Owner: 6MbC(551 5ur+es Report No. 9 Prepared by: DC'br Cmrco ra it Location: Tvil i l o. Arrival Time: 930 Depart. Time: /130 Page: / of 1 Permit No. Purpose of Visit: C0nStrrcxiicn 11/44cn itort a Weather: o Sunny - 75 X 11 J15r1- u nf, mode +crio fa moni-tor ectr+-h WC-irk ac;+tutt-tef-) a-1 Conrfc rf clen6i+t1 '-f-P3 - The cnnt*ric-frsr /5 c -Fi rv1 L 11-01- C /0 -to /2 t b\.1 -? ic.) s ►4h _plo___ NC 5 Qc -4 t t1e -in mcr't f u In _■rl Lk)' 9 r ane 1 $ l i ou.szc r nn ke 5 o-4 brown -rr ne to coarse a ramie 1 OCl cobbles o(-1. �'f51-i-.I -i-P4Si 5 ()Jere CondCC1 c'Sr'1 4- -lit e '-Ft r `to met llc)rn ba n cl t n 1 44h e .s00-4-h epc1 c ' 4-he 5 Ne - LC1.bQ(-o -b ```1 1-e3+3 riPiErmtt1c-'d '4-he O{ 'tn'\un n~10151-ore Co11- r its 1 Z +o IS percer\+ a.- - 0 rmo_`u rno rn clen5H -1.! O-C c -C 101 -y',,) r ri5 per- c uhIc . -coot, /n .-+-he. CLr 5 tohare `4- l t +roc t& +rcweecl ye 4eJ-6.o,y (++-he oc vu1es+ corner- ,oaer -i-he. rrrii Part a ` i 5 9 i - 9 Q) per—err-4— corny or teel . The 3G4)*.e t cc, rner' dtct noi- rec e r L e ch der rZ f\C 4-he nercen± c'or c i crl 15 (AZ- q 3 -tc f4 1: V■Le. me omr'nC.ndd re rorn mac #% r1cl 4-he Sc.,o -inma 'j corner- .r c d frr p4C.tt.r,Cj 44\t, r c t- -Vti 1 .,(t14' ca-F 'fie 5tie. ckHer 1. cder-' i\CLs bee N n.rlctec - CJ McCct nrn plat Or) 4- tNt .tt\t.no sk-k- e (>rc ec'F <,r\ NI or\rlay `1 / 31(B9 . 1 This report presents opinions Iormed as a result of our observation of activities relating to geotechnlcal engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for Job or site safely on this protect. Attachments: Distribution: Signed: 02.6.0..1- COACCIAGLA alas....). GeoEngineers It. 2405 - 140th Ave. N.E. Bellevue, WA 98005 (206) 746 -5200 FIELD RE I IT File No. 13 33.003 r?Ac Date: 7131/89 Report No. 10 Project: Emban5.1 6u ii-e.5 Owner: £mbo.. y Surfer Note-1 Prepared by: l e rO- CCPC.Oral - Location: Tc)K-wtlG. Arrival Time: 900 1 1430 Page: / of 1 Purpose of Visit: CESr i-u tto(l MOnt+orMS Weather: C(cxxi,,y - L+ Rag) Depart. Time: 1100/ 1630 Permit No. / vi 5 Het i +fie h ii-e. -{ocb t, -10 (-on rfor- -1-4 -e c n hark ncr o he 5 0 nl^I condor+- r(eA3r1 -t1 -4-6),‘5+-6 - 1( .4CCs,r1 Crne- ri-r`an Is 1-nA11t nr, b --11-1 rK� `1-UCkj I ' 2- J rpf -1-he 9 reki -rr ne -1-r-) ',nee' i orn o-v"k u N-h orm' m 1 9 cri t jP \ oi-d 4 c -4-1-e hrnwcl 4tc�� -io c��- e arc, \ wt�h t.tn - Pr ta--er +rock mk- r t-`1 ccvv.pc‘c*o - cx,nd r A- Grit we t v.)ory tyj �-oc\C 4 - De--( 5 +ems• s I, re conduct ecl ouer +he 6 t+e. w-\c\ 1t1(3- \c e 4e, e'DCASN6 -t-o be_ qs -t -o 9ct pert &rd - corhpaCied The tm4 ca9- t5 +t(11-5Intno -1.-11e grow Ltnc CY) 4-he 5eki tc\es\ - po n6 t r .4-he. SOJi-h. COQ, s4- CG rf\C X - • This report presents opinions formed as a result of our observation of activities relating to geolechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor. his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: Signed: W is COAM)C1 >� 0%1.-1 sr. n-. City of Tukwila PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -0179 Ross A. Earnst, P.E. Director June 28, 1989 Thomas A. Kane, CEO Andersen Bjornstad Kane Jacobs, Inc. Consulting Engineers 220 West Harrison Seattle, WA 98119 RE: Grade and Fill Associated Utility Permits Embassy Suites Development Dear Sir: The Public Works Department has reviewed and approves the erosion control portion of the grade and fill permit. The grade and fill permit is issued and administrated by the Building Official and this approval is for information purposes only. Other permits required which are part of the grade and fill and related to Public Works are as follows. These permits shall be applied for and obtained prior to beginning any portion of this work. Call Becky Davis, permit coordinator, to have these permits prepared: 1. Flood Control Zone Permit (permit fee= S50.00) A flood control zone permit requirements per the existing city ordinance shall be applied to this permit. Upon completion of this work your licensed land surveyor shall sign the certificate which is enclosed, and provide this to the City's inspector for sign -off of this permit. 2. Interim (temporary) Storm Drainage Permit (permit fee = S25.00) Tuffs permit is issued based' on the June 2, 1989 Andersen Bjornstad Kane Jacobs letter of private storm drain systems (attached). Your plans shall reflect and include . the temporary detention facility per the June 2, 1989 ABKJ report. The City anticipates constructing the permanent interim drainage system to the Longacres outfall to dispose of your development within the coming months. Mr .:; Thomas A. Kane June.28, "1989 page two 3. Hauling Permit (permit fee _ S25.00) A bond for $2,000 and a certificate of insurance for $1,000,000 shall be provided as part of the application for this permit. Also, your hauler shall provide a routing map for review and approval by the City as part of the application. If you have any questions regarding this matter do not hesitate to call me at 433 -0179. Phil Fraser,: Senior Engineer `Enclosures: 3 xc: Duane Griffin `Ted " Freemire' Pat Brodin Ron Cameron Ross Earnat :Embassy Suites Development nclo8ures :' 'ANDERSEN BJORNSTAD KANE JACOBS, INC. CONSULTING ENGINEERS 220 WEST HARRISON SEATTLE, WASHINGTON 98119 TELEPHONE: (208) 285 -1186 Mr: Phil Fraser, Senior Engineer City of Tukwila 6300 Southcenter Blvd., Suite 101 Tukwila, Washington 98188 Re: Private Stormdrain System of Helen Nelsen on So. 158th Street Dear Phil: Enclosed are two copies of the hydraulic calculations that you requested pertaining to the analysis of the private stormdrain system of Helen Nelsen shown on Sheet 1 of the enclosed transmittal. From the data we received from the recent Touma Engineers' field investigation, it appears that the 'gradient in the existing pipe(s) downstream from C.H. No. 5, result in slopes that are minimal, or in the worst case, nearly level. This lack of appreciable slope is governed by the invert of the pipe to allow discharge into the existing ditch along the BNRR. Increasing the diameter of the existing discharge pipe from 8 inch to 12 inch equivalent capacity :would not provide an appreciable increase in the capacity of the system downstream from.C.B. No. 5. because of the lack of available grade which is controlled by the flatness of the existing terrain and the invert of the existing ditch. However, any incremental increase in the capacity of the stormdrain pipe in this portion of the system would enhance the discharge capabilities of the present system. Sincerely, ANDERSEN BJORNSTAD KANE JACOBS, INC. etWee Thomas A. Kane, CEO copies of calculations • ANDERSEN • BJORNSTAO • KANE • JACOBS, INC. COMULIING MINIMS SEATTLE, WA ANCHORAGE. AK PROJECT EMrAss\-1 5u 1TsS e SUBJECT It RA1i.1AGG PIA S1st pLAN -- 1NVESTIGAr cDk1 ©F 1.1•MEt3EN PrIVATE 57'C,RIV■ RA1NAC4* SVSTEM I-: 41/ 3 to, //, � %.1 ••• �0 a ••- 0 2 SHT. NO. 6 vi S u ' TES DRA • cn O 1,V►A � T .• j) salovv 0 2 2 co WI (4 ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING !HOMERS SEATTLE, WA SUBJECT EXtST. STD rt ANCHORAGE. AK DRAINACAL -- INv ESTI GIAT,oN OF H-EL,£N 1JE1.SE7.I PR I %LA•rL STa I2 M DRAt+.lA STEM PROJECT GMf&4SS/ 5LA-1 Tics BY SHT. Z A551,cMrTIoNS Pc TFtER IS ti4o D RA. Wait trR -tl■l Sf: BSI To KILN Mel-5E14 SysTVA 3 SIAS - LAM JAC:7E S S$ - 3 A AND S F -3 Si, DRAv14 to Etc I sT tNl cri. . 1 w141 L>.g t S 1.t,o T L.5 I.I I-I ISZ• T ro T14 -E 1t5L- P'4 NLLSSt4 Sy 5i M . ( pot_ C.A 7y Sul't.v y, c. M4 t:XlST. RR S ID 14.4 to '% ratil Ex1ST. f.,LDGr ftRvst-1T3 F-Lvw Kann StAtt, —V i2Att4AGL AREA SS -SS -;p SttIS- DRANAGr Ar-EA SS -3t - SV g - i7>y A11.1A CT E Sr. - pi:Al ms To EXIST, C6IS %!o Z 4. 3 . STORM FRtvtit EMt3ASS6/ I"(ES SITE PrI =TEIZ SITS IMPROV EMEt■TS WILL PASS 't"HRu A DETEiTIoN S`ISTET •?RAW ro L6M11461 SITE. St-ms- D Q A . t 11ArCG E A-2 E4 ST,- 3 C.,. D v?At'N S T D E (I Si. C. g -µ a A- •F Sub — DStA,1NA4 Air. -rsR S 8 - 4- A Dt2ANS -rt.) tic 15 T c r N o . 4 tr\ D4-E cry c?1L NtI A A t - t CAA DI A 1 t-1 St-4s - t, 2.01 +4A A-€ r - r t . t r i S 8 - 4- 6 U tt4 L4<5 rb NN trry. t S `f , t Tr.-44 RR la LL.57.1 TA L. l ST S I 'p .. Olt T1gg . t3 Su 6 - ti12A14.1AC AaRSA S13- � t,- rt•r1.4 T1V Ck1.--c-ert.01-4 otz- A SMA t-t.. ktt% A ON T% M Ni cr'rLTIi S 1 b $ dP- S 159 TH ST. DRA INS 1.1 o r..T ei EAST 'N 1 4 E E- u S'r, D I Tr.-- i A w1..1 -rel -r wv: s r S t �� Ar'" INk e• t. it Ro v•! P-1 - rn/∎INA! -►5 A c„LA 5.,8 -1 AftAtti►S wL.,T utilbt -s+ . '5 . 18t TI-1 r L..I A 1,4 !"k 157. Li 1--1 A-r ST/l I Ss -1--Do • ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA ANCHORAGE, AK PROJECT EM P7AS S DATE BY SUBJECT S TvMi.,. 0 rz. I HAG, E-- It•litESTlfr/'tt•vN or- HELEN. MELSEN SHT3O pie. memo ST Y A" DR/40440,S SySTrM REFEREN C S -SEE PA&E CLLIN a, toz.€AS w t E.74A13ASSi 51,41 `O MB ► Tina G s-r) 14.3 0.2 9 ++ T I O T A L tr e- Er. A 56 -2 14, TES bEYELoPMfrr) C. C C�•�r; (L.F) oVErv.AND/ 1lLew �ISrANC.E 135o f 5S -3A1- 5.6 N.A. Sri -32 15.Z. N.A. 5g-7 2.8 2.B 45-1) S �- t~s '18 �,8 t,o 135014c 8,6 N.A. S6 -5 13.1 o.1 13.o t,1.A, f`I.A N.A. -1-1- SEE PAGE 6 C.A. L G''`'��� ="�'C pLcr - TO P-1 1L5 T C.aTc- tit f�.�c�' M FROM S$ -z. ARE A A Cti r2 Ar s- 1)15T/kPtL� (ovLS n.-Am` -) - I� So LF' >3 EL.. nrr - -P . _ ?S - 1 1 j _?.4 t =r 1 2 V = 0.5 (-PS (r-rt. kINor Go. C.1 -1a• ..T I) - �' 1c =10+ 6.5 5•S M�►JUTt_3 ASSIAME 10 yQ S7o2M. I =0.55 (LH�►RT J2 F. P'Z E t I STI 14 C I, 1.0,45 Q= 14.3 x o, Z9 x o, s s= � 8 �s 5,6 IS. z ON S3 8. b N. A , Ly. C L-Ai ! T►himE c-ru s r.l G3 1J O 2. A4 Lf f to 3 A DI 5 T Ado C,E' el- LF 12 PIPE) EL. DIFF = 426 5 N 0 LFS r-Gcn -a T E a E IZN LINE QcAPArUT./ z I c s 02.28 L.ATED, 340 5x6o ` 1. 1 M1 to U TAE "2"-o 4-1" o, 012 % �>1 ^o•otZ.) 0 OK) C.asLLVt.l.../r'LE FL i TI'-•E To GI3 Mc) S" 1:RDM SS -4A Ely Dt'FF = 2S -13 = 1Z. A 10o L 1 r Iry er LA N , 17.6 IN" I >J . S s 11 So = 0.009 to 5 u LF 1 N r2t;TICI:.1 •p fl,o li,1, s. 1 ii, t: PI PEI (*sn z o.0:4) 5 o V - o • 66 CPS „Y� I.s FP c Tc = 10 -1. 11. t; + 1.2 = 34. 8 < Sb.I n.4 wutes Fo-rt tortAw, S8 -Z 4c- t,IoT EAcrr• :5WoLtLDErZ. ACID • USE 56, ( MINUrE4 ArS TIME C & Mi.OW NOT a RAY 'ELED PArJ INC. Lor bow,.iSTrLEAM ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. PROJECT �•" ;ATEU ^' 8 COMMON ENGINEERS E� r, A5 s Y SI�I 1-G-5 BY SEATTLE, WA ANCHORAGE, AK L/L/ lL SUBJECT ,rvrz� Drt.&I'44e +t-- INVESTI(4ATIc3k1 OF (HELEN hIELSEt.1 s"Tj�" PRIVATE STORM bRAI I•4A 4 E S•IsTtsM LL Cam, L ■At.,ea-Y'g PIPE (APAMITY gTwN. r. r5 I -.10 S �. c13 Ho 4 (tit EXSST X211 PIPE A E. F. 5 A2t,4 = 14.3 +1 -8+ Z.8 = L4.q A Tc SS MII. t_fTF S t I S T. 12." wITW ASSUMED S L..g PLt 0. 0 0 0 1 C 4vtr' 0.2.9 x 14 %3. + 19,4 a '7.8 J- 0.53 x Z. Q s 24.1 k r'.41 = S.6 cFS of EXIST. re= 0.35Gf5 .t 5.6GFS cALGt-tLATrr) FLOW (LHAR.T Z 6REAs s&-1- SG - 3C 4 SIS-4-A C5tt12vEV $1 -!owS P40 Le' /a TION DI FF. = 0,41 (Ext5T, GoNDIrtoF Giap/s a i r`1 r- Lrn..J ►t.I 8" LI I,I r -rz ' c rs A 2eA = 24.9 + o. 1- ZS A (0.1 A 1A55t.iME Ey15T 8" Snl 6 or>k1Uk,ItTS IN DITCH /J IS N OF 1St: T140 w R. cE No 6� f k tN t_t t I=s C.gve = o.41 Q z z x O. I x 0.s3 S. (. c r s Fort EXISTING c.01.41, ITS.a ors S = 11.62. — 11.27t 0.3S =0,001 * D11'cI -1 IE �2oM To'oNAA W <T14 v‘ 30 c. 1'L 3Z 0 rj1_tp \16 1 GZc,an.ke. I�•� = 0:37 CF-5 < S • 42 CFS /kc-1U.6 L EXIST. cow:14710 1=LOI $ N L11.16 It,IAnEQUATE leoK ISTANCI R.Lir-1 C9MI S T h Cos AI ICfFSINE V ST)T-S.A.A Does NwT FUNCTION AS c."07..ISTA_.t.ILTEt rL. trXIST11.14 0.7•1bITIOhlS OP_ Felt„ EAAPASSy guITES S1TE IM•P2ovEA..a1 rrS uric �I�t !. 1� u s t 0 h) s A. STS A-% A•S ST t.t e.T1=1 DoEs mar �A iLR� SUFFICIONT cApA!ITY DowNSTREAM OF C5 N0.5 TO uANPLE PRESENT s P.P. CE RUNOfp. VOL'U$ L, B. LI:CREASE III SIZE Of PIPE DOWNSTREAM OF Cb NO.4 PAW 6"DIA. TO 12" DIA. WOULD WNCM'S E CAPACITY "FROM 37 eft: fo - I.I cfs.. FOR Q OISCNAwe INTO EXIST, DRAIN, DITCH. ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING INGNQIM SEATTLE. WA SUBJECT Swan" DizAIN AC, E. — 1M1ESTIG Alto N P. tka LENS NELSEN PRIVATE STOrtnv O2AI444C211 S4STA- M ANCHORAGE. AK PROJECT EM ,4SSY Su I -r ES 2.1 me E-NC.e S ICI hl & G w- i'j S-rd ItivN 'D Q Ana.4G►. MA 1.1 - M Pi 1111 Ealrto 1.4 cw�;LT S 3, cuorvr I2 4. PA-Ci L 3 ILA -ri..0 L IGC NA REP•o- I.. NELSEN PtAt4 1.4.,NG uc -FS NA'.f STORM 241 NA & PRALIA.Att,142%.1 'Df51'6i . 2_ St - b'RA L4•1 r4 GI = A R•EA S t.I 1 A ri: ES fr It C 2E AG' Suit.v- y t3%-1 -I-ouAAA ENGINEERS (TOP \ TvuMA — .25(-61000) • I) R A NJ A G E S 1 STr, o N L0.1.x4 A cAtArS W4y (S 158 T1! S)— MA y eel S'-ISTEM • ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENOINII $ SEATTLE, WA ANCHORAGE, AK PROJECT EM & s •i Sou TES DIA,3u 4t 89 BYJ/` SHJ'� SUBJECT DUI* 1 J4c — .rkt v E-s r I.& Ail ON or N ELIES4 Niel. 5 EN r S-ruR■ 129412,' +4ACat S': STEn+‘ S CAL CAS. LAT.g C Ti... Al2-0 S A A LA- e9-f- S 8 - Z w•� v�l �urP� -I TEA" Cr rp.S7 urLZ gar-)..1 o, 6'L. P5P 4 L 1.31 EMt&ISS`( SUITES ST/ZECt T R.EM41N17 -e� C 4 L CAA- 4-,471 C A v r: 1.9.3 1. 08 11.62 cAV€ — 1'93 K.O. -•f- 0.7Sx01 9 1 -It.62 x O,2 _ `4.15 oNzct 4.3 t4 Tr CA, c i.A4-✓iT>: A 2.e-A S s - Z. A EMrrAssy 51.A. 1 rgS S 1 TE EV1s1. ' D t. 'P, 2f A ILD v w N B/a2>J psr . L EM SS) Stn 1 ITS STRVET IRtn..46.4- 10 r�i�. II' xoN 6 -t. 3.70 x o,q t 8,t/ x OIL 4,08 14- 3 at, at Tukwila RAMOS 010.1111/111 NrolallttsairoWNIIIS 0111.*Is» • MEMO sheet (ot 1 Date: 6-30-S/ PROJECT: /144 �w�-o �>ta.�� 3'7 O7 / "11W4-&17-0111-28. gI'. . Imo' /! /r Iwo'/ • 4 4 IMi?ntlitir _i -�• -/.1 %or • r, VIII id MT of Tukwila MANNIIIIINPOSIWN/ MO Whimsy Wool Nria•War•Oun Ole .11010101 MEMO PROJECT: /6Z0 11-1-a-ce AnnirgY27., do•WIN9117...../ .04 Z..01 1 . 4/4 41/ 'ALI P' ..„ Sheet Date: ,eR-0q8 1004/1/0.1117 _arm. 4.1 1 -4CrOMAIN -41",/ 1.. .44 ._..2/ ...r_ait..—_,—, 0 / • • 4 . I' . i MUMISWAMIIMMIE/ 4 1 7 2f.°4-'7 el X 11 / , i -1 / A _ ArdffM.i.'IMM-4rA. & 1 I I ali4r ' ' ZALl A Ii■•■ ',/ A_, 4 VOW, AMP? / , A 4■•4/ ..111 / 1 d, AR A 4Y1 jp•IV • .4 A d4 1.1 # P „re li .4. 414 J Ael d ANDERSEN BJORNSTAD JA C JACOBS INC. 220 WEST HARRISON SEATTLE, WASHINGTON 98119 Phone (206)2854185 LETTE OF TRANSMITTAL TO: II - * k _ • r r 401.6 I ► 4 TvkoiPa_ , Lon 0 DATE: 5-16) JOB # ;s) 3-7 - . .. r RE: Ern bad cd-__ SLLe e S Q iI$R ATTN: LAC _____[ ! Jc .i ) is WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Copy of letter Ti) Prints ❑ Change order ❑ Plans ❑ Samples ❑ Specifications COPIES DATE NO, DESCRIPTION 5 1G Ern mss-- 5ti: e s 1-bkl G- & ✓ h d, ,U ploy) °w (-1- 2, SctiliYIS THESE ARE TRANSMITTED as checked below: ❑ For approval. ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use 0 Approved as noted ❑Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED. It enclosures are not as noted, kindly notify us at once. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1800 Gary L. VanDusen, Mayor MEMORANDUM TO:. 490 4)./ L r_ `L[17O)4(.Q.. FROM: aU Lt.id L 4061 c / 6 OATS: 5-//0 " S' q SUSJECT: E/11-490.J. 4-V c -cLifF S. (W0(2/4(1 /fi f4 Oi irii'/- F'lJ 8Q -608' ,l Gc EiA ft ' r,A:4 l >h 1. L't1 . 0-66 .ya/eb4-4/ 4' 6 (y)A i OIL T'4 . i —I'LL, Th'u at ii_44 4/., Lit p 42, ;,./f)-74 .9. ; 10,/ CC1lJYCL")1Gi° CC : t� vv7 6.14_4..t/ (10 /T2.MEMO) TO: FROM: DATI: SUSJICT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 QOM 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM 9--09?: einba444i Fes m.�'Gtc e - L_I;ypynicii3b7t, cptil.,64,0 (i-o 6-e LyaiovideAl . -l' dr yL.6-- Ao i Lffwo--, --- i /U4 /O le wkwye VL " "v IYmIGL GAP. at c a el40-t- P1,00 WoUkt 11-0-k? (10 /T2.MEMO) a-3 Wv..e c.lt,.6) . X1908 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (208) 433.1800 Gary L. VanDusen, Mayor MEMORANDUM TO: v PROM: DATE: Ja'8"�l SUBJECT: G.d-dy L-bLezz.Lete. 1,5; &)a 57006 se_mtia, y)z. (v.zzi, 16 (__-teeLzae.,/, piA 01,(.41,01 0 1,14Aia --b(204.4 hae a, (10 /T2.MEM0) c ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA ANCHORAGE, AK PROJECT EM 13Q SN1 S L "r S �TFMA`t BY SUBJECT G .r 0 r..z. M, n 1e.4I FBI .nC1. 472- Z / W a? w/, 5t1"E SHT. NO. of I EMVT1N G 1)r/A1 1,1 AG 0.I5 c2.88 +0.31u0,9 kl 3.213 IL .1. Z O•QI G Q EhIsT. C Z A = 0.2-39 >{ °,g9 x 3.2-1 0,2.39 J 6iPu -M1A13 Lt1< A. = Qr.xIsTINal. 'D, ouTL.ET PIPE TR.l S" PVC. S Z Funk AA° co RAPT -1 v."0.)( a 0.1-7 C_ P:S o.11 c..- s G z 1.'Z. c-I✓s S o 014. 12 Siza DI fl f-} A Teo Tltl4NCULArL 1)11 k S z 0, 0 I 03 a 5 It, Q a )( %era )( s 14.) (0, 5)( = 0,1 3 mil✓S SIZIr c II %CO I1,1 8" PVc AT cP=. A. TAN 4 Ins II DI" arz...ltcice ,4 = Tr (2,06zs. 0 093 12. / e Q z ko A 02a1.-- tA Z ,,,ax . P el" .si da.TL * t of LET 12 QB, To TO G (0.12)( o, 093 )(q 64,4 x 2,9 ) (0, 0 CS-1 1.3 .61 = 0.'142 1 ti 0.'t7 c:t~.S USE 4 %8 II DIA 012-1 >r14L' 0,11 GI=s VZ- 3•aFPS' Ian r2-." RECEIVED CITY OF TUKWIt.A HAY 10.1989 8UIl.DINi .: ANDERSEN • BJORNSTAD • KANE • JACOBS, INC. CONSULTING ENGINEERS SEATTLE, WA ANCHORAGE, AK PROJECT EM OA S`1 $ " 1 Trr S fir BY SUBJECT c ¶ o a M r V1 .0/0? d L I. E MO' S'i' 1'I Cot Tj ►2,e 1 t. I o.Iss2.88 + 0.39 x0.q A C = 3.2113 rS I z o.01g. G 0 )'IS-r. = C I A = o.z39 x 0.q1 n 3.2'1.3 SHT. NO. of 0,2.39 A. QA4Lv►- J�,n�t"i = Or.x sTIf-l�t SIZE OUTLET PIPE A. TR.`j a" PVC. G. 5 z 0.tloi' /1 Frt No Ma Co RA PH ""c.x _' 0.11 C. .PS 0.11 GAS C*S p 5 0. O R. IQ S1'Z p t TCI-f • T�1 TR. IANGUtAO._ D11-4-14 SZ o.0Io3o '/% C Q=(a)( 1,4H t6)% K%)( ski.) = o o 3 c,ts s c.b rA. a D c�7.7 OAS' Fps SIZE o -I ICO 4,4 8" PVC. AT ( B A . TR-4 4 Ifs, " USA Oft. I t -1 ce ,4. = T1" ( 2.I06. Z z ) B Q ko A 1) 20 K1/46,y, P 44_1211.. t _ (0.6)(0•oi3)(v64,4x2.9 (0,0Ecx7) O•11 V 2-3.a FPS .. GrS 0.0g3 0 W' l,E T 1 9 E . 'ro TO C, s 0,14a, CF .$ USE 4 %g 11 Df,�i . O RECEIVED CITY OF l ' Kth LA MAY 10.989 BU1LDJN1I T. DuiLuIfU rcruvII1 (POST WITH INSP.. .TION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING 5PERMIT NO. DATE ISSUED: FEES 0 SCRIPTION AT.' T RC • T Is •ATE BUILDING PERMIT FEE 239.00 j'ilj�i - -,J PLAN CHECK FEE 45.00 41414' . ABKJ Engineers (Jack Kinney) PHONE 285 -1185 ADDRESS 220 W. Harrison St, Seattle, WA BUILDING SURCHARGE 3.50 OCC. • • • SQUARE FEAT OCC. LOAD - ENERGY SURCHARGE LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD OTHER: TOTAL - 287.50 #89 -098 PROJECT INFORMATION sI 15920 W Valley Hy SUITE/ VALUE O CO STRUC ON-$100,000.00 PROJECTNAME/TENANT EMBASSY SUITES HOTEL GRADE AND FILL TYPE OF 0-New Building LSAddition 0 Tenant Improvement (commercial) U Demolition (building) D Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other ASSESSOR ACCOUNT p 000 - 580 - 0024 -00 DESCRIBE WORK TO BE DONE: Fill existing property to elevate grade for new hotel and garage structures. PROPERTY OWNER Helen B. Nelsen /Embassy Suites Corporation PHONE ADDRESS 15643 W Valley Hy, Tukwila, WA ZIP 98188 CONTRACTOR Pickens -Bond Construction Co. PHONE 501 - 666 -6200 ADDRESS 2800 Cantrell Rd. /P.O. Box 34167, Little Rock, AZ ZIP 72203 WA. ST. CONTRACTOR'S LICENSE # PICKEBC 122N3 EXP. DATE 41414' . ABKJ Engineers (Jack Kinney) PHONE 285 -1185 ADDRESS 220 W. Harrison St, Seattle, WA ZIP 98119 USE 1 1 CODE COMPLIANCE / UTILITY PERMITS REQUIRED? u Yes O N o 1 • / R.-OCR SQUARE a OCC. • • • SQUARE a "OCC. •_ • • SQUARE 4 OCC. • • • SQUARE FEAT OCC. LOAD - SQUARE 1-OCC. FEET LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL _, TYPE OF CONSTRUCTION: UBC EDITION (year) SETBACKS: N — S — E — W — FIRE PROTECTION: LJSprinklers 0 Detectors Q N/A UTILITY PERMITS REQUIRED? u Yes O N o (through Public works) ZONING: BAR /LAND USE CONDITIONS0Yes0 No CONDITIONS other than those noted on or attached to • ermiUplans): APPROVED FOR ISSUANCE BY: BUILDING DATE: OFFICIAL 7-9-59 I hereby certify that 1 have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with. whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. 3t ATURE: PRINT NA F o DATE: -1 "1' COMPANY r- %cKa0S '�aN n C�a�s`T 2v�Tw r1 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 suspended or abandoned for a period 01 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. T DATE ISSUED: .1 1 .EDGE 7.) ,N--- - CONTINUOUS SILT FENCE SOUTH PROPERTY LINE- SEE S7 ° 0 9 ' 8 :0" vet ETA 4 + 25 0 0 EXISTING PAVEMENT--\ 3 - - - WEST VALLEY HIGHWAY 5R 180 '1 mmeorommataa,' .......o.*****+•■••*...0 a* dop \ --••■••.....1 OW 1=. .......4,7.;,............■•■.■..-■-••■■••■ ,,,........,...."., .70 .... ....".... =:"".""'"..."'.."......... ■.■.......■.■....■.... ... \ ,1 . .•■■,.... , .............. ............■.■ .••■•.....!...........-... ■•■■ •■•..7 ( ' ............. ;If .., 1.--' E ) 411M111111.11111111111NNIMITTAINIAMMIWNIFUHTVINITH6761 DENOTES BUILDING LINE OF PROPOSED HOTEL TINT go■ - - . • - PROPOSED HOTEL FIN FLR EL 23.0 (A LEGAL PE5IRIPTION THAT PORTION OF THE HENRY MEADER DONATION CLAIM NO. 45 IN SECTION 24, TOWNSHIP 23 NORTH, RAKE 4 EAST, W.M., KING COUNTY, WASHINGTON, LYING EAST OF THE EASTERLY LINE OF STATE HIGHWAY NO. 5M (S.R.181); WEST OF THE WESTERLY LINE OF THE PUGET SOUND POWER AND LIGHT COMPANY RIGHT OF WAY (SEA.-TAC. P.S.E. RAILROAD, SOUTH. OF THE SOUTH LINE OF ROAD EASEMENT KNOWN AS SOUTH 158TH STREET NOW LONGACRES'WAY AND NORTH OF A LINE 446.38 FEET SOUTH AND PARALLEL, WHEN MEASURED AT RIGHT ANGLES TO SAID SOUTH LINE OF SOUTH 158TH STREET, CONTAINING 142,551.45 SHARE FEET (3.272 ACRES). A(1/ A.- ; ••• / , - r?„? 24 - 'EXIST IMPROVED AIRA (SEE NOTE 1) r 2; 1 ,.N / EDG E OF Ex1 PAV I N C4- / 1' FENCE uj 0 cy-) C) op (f) 1.0 NOTES FOR FILL AND GRADING 132.12./AL OT EXISTING IMPROVEMENTS ALL EXISTING BUILDINGS, PAVING AND OTHER RELATED IMPROVEMENTS ARE TO BE REMOVED FROM THIS AREA UNDER SEPARATE CONTRACT. 2.0 STRIPPING EXISTING GROUND SURFACE 2.1 ALL BRUSH AND OTHER DEBRIS SHALL BE REMOVED FROM NEW CONSTRUCTION AREAS. TREE ROOTS LARGER THAN 2 INCHES IN DIAMETER SHALL BE GRUBBED FROM THE SITE. 2.2 IN SETTLEMENT-SENSITIVE BUILDINGS AREAS WHICH ARE NOT PILE- SUPPORTED MW IN PAVEMENT AREAS, STRIP AND REMOVE EXISTING SOD MAT AT LOCATIONS WHERE LESS THAN 2 FEET OF NEW FILL WILL BE PLACED. THE SOD MAT IS ESTIMATED TO RANGE (11' TO 6 INCHES THICK. 2.3 IN ALL OTHER AREAS, CUT THE EXISTING GRASS AND OTHER VEGETATION TO WITHIN 1-INCH MAXIMUM OF GROUND AND PROOF ROLL THE UPPER 12-INCHES TO 92% COMPACTION (PER ASTM D 1557). IF DEGREE OF COMPACTION CANNOT BE ACHIEVED, USE ONE OF THE FOLLOWING METHODS: A. REMOVE GRASS, SOD AND UNSUITABLE UNDERLYING SOILS AND REPLACE WITH MATERIAL SUITABLE TO OBTAIN 92% COMPACTION, OR B. IMPORT CRUSHED ROCK, PROCESS AND COMPACT INTO THE TOP 12- INCHES OF EXISTING SUBGRADE UNTIL 92% COMPACTION IS OBTAINED. 2.4 DEPENDING ON THE WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION, THE EXPOSED SUBGRADES IN PAVEMENT AND ON-GRADE SLAB AREAS SHALL BE EVALUATED BY THOROUGH PROOFROLLING WITH HEAVY RUBBER-TIRED CONSTRUCTION EQUIPMENT (DRY WEATHER CONSTRUCTION) OR BY PROBING (WET WEATHER CONSTRUCTION). DURING DRY WEATHER, ALL LOOSE, SOFT OR OTHERWISE UNSUITABLE AREAS SHALL BE COMPACTED WITH A HEAVY ROLLER SUCH THAT THE UPPER 12 INCHES IS AT LEAST 92 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D 1557. IF THE SUBGRADE CANNOT BE ADEQUATELY COMPACTED OR IF THE WORK IS PERFORMED DURING WET WEATHER, ALL SOFT OR LOOSE ZONES SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL TO THE DEPTH DETERMINED BY THE ENGINEER. 3.0 IBBAKEED FILL MATERIAL STRUCTURAL FILL MATERIAL SHALL BE WELL-GRADED, FREE-DRAINING GRANULAR SAND OR SAND AND GRAVEL FREE OF DEBRIS, ORGANIC CONTAMTNANTS AND ROCK FRAGMENTS LARGER THAN 6-INCHES AND CAPABLE OF PROVIDING THE REQUIRED COMPACTION. STRUCTURAL FILL SHALL NOT CONTAIN MORE THAN 5% BY WEIGHT OR FINES PASSING THE NO. 200 SIEVE, UNLESS SPECIFICALLY APPROVED AT THE TIME BY THE SOILS ENGINEER. 4.0 PRELOAD - SURCHARGE MATERIAL IN LOCATIONS DESIGNATED ON THE CROSS SECTIONS, SUCH AS THE AREA UNDER THE PROPOSED PARKING GARAGE, PRELOAD WITH IMPORTED FILL MATERIAL. SURCHARGE MATERIAL USED FOR PRELOADING ABOVE THE ELEVATION OF THE FINAL SUBGRADE SHALL REMAIN IN PLACE FOR NOT'LESS THAN 60 DAYS PRIOR TO REMOVAL. 60-DAY WAITING PERIOD MAY BE EXCESSIVE', DEPENDING ON THE SURCHARGE HEICHT AND THE ACTURAL SETTLEMENT RATES OBSERVED. SUBSIDENCE OF SITE DUE TO PRELOADING SHALL BE MONITORED BY THE GEOTECHNICAL ENGINEER. 5.0 COMPACTION REQUIREMENTS 5P07 ELEVATIONS SHOWN THUS ARE AT EXIST R()L.JND LINE , TYP - Limoommionorommouriplossonamomugszl* COMPACT STRUCTURAL FILL IN SETTLEMENT-SENSITIVE BUILDING AREAS WHICH ARE NOT PILE SUPPORTED AND WITHIN 2 FEET OF FINISHED SUBGRADE SURFACE IN PAVEMENT AREAS TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D 1557. BELOW A DEPTH OF 2 FEET IN PAVEMENT AREAS, COMPACT STRUCTURAL FILL TO AT LEAST 90 PERCENT OF THE SAME STANDARD. STRUCTURAL FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING 8-INCHES IN THICKNESS, CONDITIONED TO THE PROPER MOISTURE CONTENT, AND UNIFORMLY COMPACTED TO THE SPECIFIED DENSITY PRIOR TO PLACING SUBSEQUENT LAYERS. 6.0 INSPECTION A QUALIFIED GEOTECHNICAL ENGINEER SHALL MONITOR THE QUALITY AND PLACEMENT OF FILL MATERIAL AT THE SITE DURING SITE PREPARATION AND STRUCTURAL FILL WORK. CITY OF TUKWILA APPROVED 7.0 FILL QUANTITIES DETENTION PONb LIMIT5 MAX WATER SURFACE EL 21,25 (3-roRACIE 35 C,F "P. STORM_ R C,ONITROL, MANUA-1E-10 YR, STORM I\ EXIST. SAN. SEW, MI-1 -- Ab...1UST FRAME AND COVER. TO GRADE . SET TOP OF COVER AT EL. 222 ..66611611110611111111.2*:611•616111T • \, 20,5 PRIMARY INTERIOR -,11 STORK4 WATER OUTLET 8" PVL 101.11.L.E_Lfin_ r EXIST 5' WIDE SAN. SE.Wgj3. LINE EASEMENIT onTH 413 ulna: CTRD IN PIPE END AT CATCHeJA5114----7 ESTIMATED FILL QUANTITY IS 17,250 C.Y. 8.0 WET WEATHER CONSTRUCTION THE SURFICIAL SOILS AT THE SITE ARE MOISTURE-SENSIR4 WILL BECOME SOFT WHEN WET AND DISTURBED. SITE PREPARATION AND EARTHWORK SHOULD BE PERFORMED DURING PERIODS OF EXTENDED DRY WEATHER WHEN THE SURFICIAL SOILS WILL PROVIDE BETTER SUPPORT FOR CONSTRUCTION EQUIPMENT. JUN Ai 9 IF SITE PREPARATION IS ACCOMPLISHED DURING WET WEATHER, NO ATTEMPT SHOULD BE MADE TO COMPACT OR PROOFROLL THE SURFACE. THESE ACTIVITIES WOULD CAUSE SOFTENING AND RUTTING WHICH COULD REQUIRE EXTENSIVE REPAIR. ALL CONSTRUCTION ACTIVITIES DURING WET WEATHER SHALL BE DONE ON ACCESS ROADS AND LAYOUT AREAS WHICH ARE CONSTRUCTED USING PADS OF QUARRY SPALLS, GRAVEL OR CLEAN PIT RUN. . IVISIO 2 _ . TOG 0 1- 20.0 : ----- 1/ IE 18.3 / ' . 21.5 • - • ,. viamr.....MTIOSTSZIK. Of SY 1 r 20' 15" E 1 •*. 9 20 • . --H*::;miaim:■m*il*m*******i******gp*k*. 0. 011MINALYnClit.tli.{..****1***VIIMIIMBP! .77 _ -• EXISTING HYDRANT RELOCATE' AS REQUIRED STA 2+ 00 CONTINUOUS SILT FENCE ALONG C) EAST PROPERT`f LJIE- SEE (6 2 IE 18.1 EXIST. 10' WIDE WATER LINE EASEMENT CONT. EAST PROPERTY LINE ZDRAINACiE DITCH OUTFALL, SLOPE TO NORTH IE 1G.2 (ASSUMED) EAISTINC:4 SPOT ELEVATIONS, BEARINGS AND DISTANCE INFORMATION FROM SURVEY DRAWIrRiC Ef)Y KENNETH J. OYLER , LICENSED LAND DATED MA I87. LEGEND n p e yubv te.N_ Goy-.0 IT) oy\L c_urov_ I E 16.2.5 (STA 0+21) EARTHWORK AND FILL PLAN I" 201 ANCHORED STRAW SALES - 17.0 ----22 -5 D * *** *** *** *** ** .ftwwwramaerratarrarawawsperamilrismaming, - ER- R.6.s.47:E444.1LW' • _ 1111111111111111111111111111111111111111Rati11111111111111111111111111111111111111111111111111111111 11111111111111111111111 11111111 1 11111111111111111111111 111111111111111 1111111111111 5- 6 7 8 9 10 11 MADEINWR"fr 12 C)C 6E 47L CL It LI ()L 6 4 9 g 47 6 () 491, 1111111.110MdM161141111111116filhAdrill66HHH0160.4H041011).1141,4101411111T611.0011Yr,,,r,1)!1,411,14TAI,1141117114,1„),;1:1):)I.,1.11611,.1.h.1,1.1,171111..1.171:,, ' 0 • THS INCH 1 2 3 4 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. t 1 • FACE OF CURB BUILDING LINE EXIST SPOT ELEVATION NEW CONTOUR (THIS PHASE OF WORK) STORM DRAIN LINE DETENTION PIPE MANHOLE Fo& La/Uri peoAtrs oF 42/.qs/stti Sc istotr egts-tc(L. FLA criknou FAL_ PL4),t (T- tt: tt, , • "• 25 20 15 25 20 15 25 77, // / / / // / , /1,/-7-1MPORTED / ///// 1,/,../7// //' CROSS / / // / / //,/ / / / ,/ / / / / /' ; / / / ,/ / / / , SLOPE 2:1 MAXIMUM TYPICAL SOUTH 4 EAST PROPERTY LINES / NOMPOMMINMPIMINWP // FILL (TYP/ sEcTI9NS,,) / / ,72-jf / / / / / „/ / / / /, / / / / / APPROX PROFILE OF STA 4+ / / ,/ / / / j ,/ , / / / / / / r • .—..... '___Z '..._,:)._z- ________•,___z_ z / 0 0 OTOir•rrimr 0 —4- 2_5 EXIST GRADE (TYP ALL SECTIONS) / , , // / STA 4 -i- 00 / „ / / ,/ „,// „://,/ / / BUILDING STRUCTURE FLR EL 2 3.0 - SEE NOTES ON SHEET G-1 FOR STRI Pplis4G AND PROOF ROLL EXIST GROUND (TYP ALL SECTIONS) STRIP SOD MAT WHERE DEPTH OF FILL IS LESS THAN 2' / // / / / , / / // ////7 // /7/ / / / / / / / /// / / / // / / / / / -,/1 / STRIP SOD MAT WHERE DEPTH OF FILL IS LESS THAN 2' 20 / / , '5 STA 3±00 LEVEL OF SUBGRADE UNDER FLOOR SLA5 (TYP FOR SECTIONS WITH BUILDING ADOVE) PROPERTY LINE, SURCHAREAE MATERIAL TO BE REMOVED PER NOTE4 ON $HE.ET-I STRIP SOD MAT WHERE DEPTH OF FILL IS LES5 THAN 2' 25 BUILDING STRUCTURE FIN FLR EL 23.0 20 15 25 20 / / / / - ;/ z 15 \-1vIANHOLE 4 OUTLET PIPE BEYOND-SEE STA 00 /-7// /4' STRIP SOD MAT WHERE DEPTH OF FILL iS LESS THAN 2' 0 ASSUME 6" OF PAVING AND BASE STRIPPED OFF BY DEMOLITION CONTR FILL A5 SHOWN 2 5 20 -7 ".../ / ' ,7"-- / // , ' / ____Z- / -Z-er' ” - ___/_/_- ..,...___-- 15 0 0 0 0 0 EXIST GRADE (TYP) STA b +15 0 0 EXIST PAVED AREA - ASSUME DEMOLITION CONTR WILL REMOVE 6" OF PAVING 4 BASE 0 0 25 20 15 25 20 15 .11...N•■••■ rrAMIN1.111■••■•■■•■■■•■.•■•■•■•••••••■••r■i 25 20 ■••••Lailawreraar• 15 25 20 15 25 20 15 25 20 15 CROSS SECTIONS '. 20' HOR1Z 1" 51 VERT f–PROPEIRT%-f LINE FUTURE PA'/ 'T SURFACE * PROPERTY LINE ,2"x 4" WOOD POSTS AT 4.‘ 0,C. MAX. 11 11 2 ,42. x 14 WELDED WIRE. HIC11-1) FILL TO HOLD FILTER FABRIC EXIST GRADE. IMPORTED FILL" TNYP SECTION NO SCALE 4.• 2' SWALE __*1 -- FUTURE B' ,WIDE CEMENT CONC. SIDEWALK CITY OF TUKWILA APPROVED _FILL SLOPE 2..%I MAXIMUM VAISRIC 'INSIDE. OF wIRE WASHED GRAV FILTER 1/2." ALL • AROUND FILTER FA6RIC.- (OUTSIDE OF WIRO 2..)4 4 STAKES JUN 4:419-0- dgf...41 , nig 42.")(14 GA WELDED WIRE FAMIC(2' VAN) trEL 20.0 51( OLitLET, ATIP•••••••••-.. 6UMt (s t\IOTEEtiCE TO BE CONT.. Al NORTH a PRECAST' CONC MANHOLE \,\ "SOUTH-4. EAST PROP. uNes P: F'• (ban MANHOL.)-4' 04:x (---F711...TER FABRIC FENCE DETAIL SILT FENCE DETAIL V,1; LI! NO SCALE NO SCALE .;rt,i, • " t- " • • "•• 1 I 1 I 1 I I I I I I I I I I 1 I I I 1 1 1 1 1 I I I I 1 I 1 I I p: r pp- pitil 111 rii11111111111111111111111111111111111111111 ff. 3' 4 5 6 7 8 • 9 10 11 M"1" GERMANY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the Qriginal document. 0 10 THS INCH • 2